Article Executive

Q&A with Katherine Jones

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Full Name: Katherine Jones BSc MSc CGeol. FGS RoGEP Professional
Job Title: Senior Geoenvironmental Engineer
Company: Dunelm Geotechnical and Environmental Ltd

After graduating from Durham University with a 2:1 Honours degree in Geophysics with Geology, I went on to gain a Masters degree in Geotechnical Engineering from Newcastle University.
After initial years based on site, I am now a senior engineer and project manager at Dunelm Geotechnical and Environmental, specialising in geotechnical design. I work on a wide range of project across the country, providing geotechnical support and interpretation.
I was the winner of the Cooling Prize in 2014 for a paper I wrote on Lindisfarne Castle; a Rock Mass Stability Assessment.

What or who inspired you to join the geotechnical industry?
At school I was always interested in Geography and Physics/Engineering, so my undergraduate degree in Geophysics with Geology seemed the natural choice. I wanted to combine my love of fieldwork and the outdoors with numerical skills, and as I learnt about geotechnical engineering as a possible career choice, it was a perfect fit for me. My Masters degree further fuelled my enthusiasm, and I embarked on a career as a geotechnical engineer!

What does a typical day entail?
Every project is different, so every day is different; that’s the best part about being a geotechnical engineer. Much of my day to day time is spent planning and managing geotechnical investigations and undertaking geotechnical designs, including shallow and deep foundation design, mining risk assessments, settlement calculations and slope stability assessments.

I also mentor junior members of staff progressing towards chartership via our accredited CGeol chartership scheme. Encouraging junior members of staff to progress their careers in our industry is rewarding, and I enjoy discussing with them the different avenues down which they could go.

I also visit schools and universities to talk to the students about the career opportunities within the geology sector, and promote how it can be a challenging, interesting and rewarding career choice. We need keen, motivated students interested in geology to take an interest in our industry, as without them, we would face a skills shortage in the future.

Are there any projects which you’re particularly proud to have been a part of?
I was awarded the Cooling Prize in 2014 for a paper I wrote on Lindisfarne Castle; a Rock Mass Stability Assessment. Lindisfarne Castle is a National Trust Property in Northumberland, and an important tourist attraction for the region. This historic landmark was under threat from instability, caused by the degradation of the Whinn Sill dolorite rock outcrop on which it is built.

I was involved in collecting field data on the orientation of the joint sets within the outcrop, which plotted onto stereographic projections. Rock mass failure mechanisms were identified for each side of the outcrop, showing how the outcrop may degrade over time. The joint structure was concluded to be resulting in wedge failure or toppling failure occurring, potentially leading to instability in the castle if untreated, as well as potential health and safety risks for the public using the paths below. Our Rock Mass Stability Assessment was invaluable in planning the remediation and preservation of the rock mass, and therefore the castle, and I am proud to be involved in the conservation of such a prestigious landmark.

What are the most challenging aspects of your role?
No matter how much desk top research has been undertaken, you can never be sure what to expect from the ground conditions on a site until the site investigation has started. There could be an unrecorded backfilled opencast coal mine with no records, or unexpected artesian water. These are the reasons we do ground investigations in the first place, as the developer needs to know about unforeseen ground difficulties before finalising designs, however, they can make management of projects difficult, as they affect time scales and equipment needed for a job. The job would not be as interesting if every site investigation found exactly what was anticipated!

What AGS Working Group(s) are you a Member of and what are your current focuses?
I am currently a member of the AGS Senate, planning the overall running of the AGS, and discussing the findings of each specific Working Group. We also discuss how the industry as a whole needs to progress, and what standards or guidelines would be useful to develop. The AGS also hosts a number of conferences throughout the year, and we focus these to cover the topics and issues the Working Groups have highlighted to be at the forefront of the industry.

What do you enjoy most about being an AGS Member?
I enjoy having an input into the progression of the industry as a whole, and giving back to the profession. We need to ensure the industry moves forward, and the AGS provides a platform from where this can happen. The Senate and Working Groups cover the topics at the forefront of the industry, and I enjoy the opportunity to discuss industry wide concerns with peers from other companies.

What do you find beneficial about being an AGS Member?
The AGS offers a great range of guidance documents, which are concise and up to date with current standards. The AGS guidance documents are accessible to read, and useful for engineers at all levels within our industry.

AGS data is an invaluable tool for sharing and analysing results in an accurate and time efficient manner, and has helped bring the industry into the 21st Century.

Why do you feel the AGS is important to the industry?
The AGS provides a platform from which professionals within the industry can share ideas and develop best practice. We can learn from common mistakes and successes. The AGS provides a united front acting for the whole industry, providing advice and guidance on the topics members feel are most important.

The AGS membership directory is also a valuable tool for potential clients to find suitable geotechnical and geoenvironmental specialists.

What changes would you like to see implemented in the geotechnical industry?
The importance of a comprehensive site investigation is sometimes undervalued by clients, with limited budgets allocated compared to overall project value. This can make it difficult to undertake an investigation to best practice current guidance. A general appreciation of the industry as a whole would result in better site investigations, and would allow projects to run more smoothly, and potentially more cost effective overall. The AGS’ work in promoting the industry will hopefully see the imbalance corrected for the future.

Article

The Importance of AGS Data Format

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In an age when BIM, cloud computing and artificial intelligence constantly make the headlines, the AGS Data Format has become more relevant than anytime in its 25 year history. Keynetix Managing Director and AGS Data Management working group member, Roger Chandler, outlines the format and why its adoption continues to make AGS member organisations more competitive.

To better understand what the AGS Data Format can do for an organisation, consider these two scenarios.

A colleague provides a printed spreadsheet of 1,000 numbers, in two columns, and asks for a graph of the data. The immediate response would be to ask for the spreadsheet with the data in it. After all, re-typing 1,000 numbers already in a spreadsheet would be wasting time and would probably introduce errors.

Now imagine a client supplies borehole logs printed out from its borehole logging software. The logs have 1,000 items of data on them and the client wants a graph of SPT vs depth.

Those unaware of the AGS Data Format may not realise that the first and second scenarios are exactly the same and have probably re-typed 1,000s of numbers, thinking it was the only option. Their competitors have probably asked for the information in an AGS file and completed a job that could take all morning in about five minutes; without typing anything or introducing any new errors.

AGS Data Format: transforming data handling

HTML is a good example of how a widely-used format can transform an industry. This is the file transfer format that runs the internet.

When a web browser asks a server for a webpage it is sent in an HTML format, which is then read by the browser and the webpage is displayed. The server does not need to write a file specifically for the browser software – it gives it exactly the same file to any software asking for the webpage.

In the same way, the AGS Data Format is a text file set out in an agreed standardised format supported by about 20 commercial software packages, giving a wide range of options for the collection, reporting and visualisation of geotechnical data.

Both these files are ‘data transfer files’. The rules on how to read and write these files are often called the ‘file format’. The AGS data management committee maintains the rules for the AGS Data Format.

Two Golden rules

To highlight the power of this basic concept, I came up with two ‘Golden rules’ at a 1999 Keynetix user conference, which have been adopted by the AGS:

Rule 1: Only enter data once

Rule 2: Get someone else to do it.

In the first scenario above, the immediate response would be to get the data from the person who already had it (Rule 2). If, however, if no data was available, then it would have to be entered (Rule 1) and then no one else should ever need to enter the data again (Rule 2).

Take a sample data audit

A sample data audit is a very useful, and often enlightening, exercise to complete.

First, write down every stage of the project where any of the sample details were written or typed in. Consider:

  • Sample labels
  • Drillers’ logs
  • Engineers’ notes
  • Chain of custody
  • Schedule sheets
  • Laboratory worksheets
  • Testing reports
  • Borehole logs
  • Section diagrams
  • Design plots.

Typically, around six of the these will have been written or typed in, sometimes all of them.

Second, take away one from the answer (information will have to be entered once to create the sample) and multiply the remainder by the number of samples the organisation handles in a year.

This number could be more than 10,000 or even more than 100,000 – that is the number of times a company carries out an unnecessary operation and, worse, could increase its project risk due to errors being introduced by its inefficiencies. This is only for sample data – the number is far bigger when the audit is carried out on all the data gathered during a site investigation.

In the first ten years of the AGS Data Format, it was used primarily as an inter-company data transfer as part of final project deliverables. However, it is now used just as much, if not more, to help companies adopt more efficient data practices within their internal and external supply chains.

If implemented correctly, AGS Data Format can significantly reduce inefficiencies and therefore increase the quality assurance of client deliverables, enabling teams to spend less time typing and more time thinking and considering the geotechnical problems and solutions for the site.

To find out more visit www.ags.org.uk

About the author

Roger Chandler Joined the AGS committee in 1997 and co-founded Keynetix the following year. He is a member of the AGS Data Management working group. For the last 20 years he has grown Keynetix into an international geotechnical data management software company and regularly speaks at geotechnical conferences on the power of the AGS Data Format.

Roger is offering to hold a free lunchtime webinar for AGS member companies to help them learn more about the AGS Data Format and how the two Golden rules can improve data efficiency. For more information contact roger.chandler@keynetix.com

Article

CL:AIRE Launches Introduction to Brownfield Site Investigation eLearning Course

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The Introduction to Brownfield Site Investigation eLearning course has been designed to be consistent with the National Brownfield Skills Framework (NBSF), a nationally recognised learning framework.
The NBSF states that site investigation covers the preparation, implementation, testing and presentation of information detailing the extent of contamination on a site and the impact of this on human health and the environment.
Such information should be relevant, sufficient, reliable and transparent to aid decision-making. Set at an introductory level, the course content aligns with Level 2 of the NBSF, is aimed at those in the early stages of their careers or those new to the industry and provides a comprehensive introduction to the investigation of brownfield sites.
The course consists of 10 modules and two assessments. The first assessment is set after module 1 and the second on completion of all the modules. Each module consists of a 15-30 minute video, pdf slides and recommended reading list. The modules are:
• Module 1 – An Introduction to Brownfield Site Investigation
• Module 2 – Documentary Research
• Module 3 – Site Reconnaissance
• Module 4 – Design of the Investigation
• Module 5 – Surveying
• Module 6 – Service Avoidance
• Module 7 – Monitoring and Sampling
• Module 8 – In‐situ Testing
• Module 9 – Laboratory Testing
• Module 10 – Site Safety
The eLearning has been developed by RSK – global provider of environmental consultancy with one of the largest site investigation contracting capabilities in the UK. The course has been reviewed by the CL:AIRE Technology and Research Group.
To purchase, visit https://www.claire.co.uk/commerce/112346-elearning.
Course Costs = £95 + VAT. CL:AIRE membership discounts apply (25% Principal & 15% Supporter)
All enquiries visit the Help Desk: www.claire.co.uk/help-desk

Article Loss Prevention

Problems with getting paid

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Introduction
Cash is the lifeblood of any business and without it employees, suppliers and even the tax man cannot be paid. Delayed payments have long been an issue in the construction industry and businesses have failed in the past for this very reason. The introduction of the Housing Grants, Construction and Regeneration Act in 1996 (often referred to as ‘The Construction Act’) sought to address some of these issues and encourage prompt payment – especially for smaller and medium sized enterprises. For more details see LPA 66 – Overview and Review of the Construction Act Payment Provisions. Specifically Part 2 of the Act sets out several principles for construction contracts; the right to staged payments, determining when payments are due; the requirement to state the amount due and how it was determined; the need to serve notice of intention to withhold payment; the right to suspend work in the case of non-payment. The Act also makes provision for disputes to be taken to adjudication. This has recently proved to be a means of rapidly resolving disputed debts especially where the withholding party has failed to abide by the contract conditions in relation to payment and the requirements of the Construction Act.
Nevertheless many debts are not paid in a timely manner and there are a number of actions AGS members can take to minimise delays to payment.

Actions AGS Members should take to minimise delays to payments

Know who the client is
The most critical factor is making absolutely sure who the client is and who therefore has responsibility for payment. It is not uncommon for initial enquiries to come from what turns out to be a third party with the result that the quotation is sent to them and provided a suitable set of terms and conditions is attached to the offer letter, then arguably a contract exists. However when the work is completed the supposed client then requests that the invoice is addressed to another company who will then pay the invoice. This then leaves the debtor with a dilemma as to whether to pursue the party he agreed the contract with, or readdress his invoice to another party who is apparently willing to settle the debt.
A similar dilemma may exist where a contract has been set up with a client who then, at the point of invoicing, requests that the invoice be re-addressed to another entity within the client organisation. The same problem may also arise when the client provides a purchase order which on closer inspection has not been issued by the original client entity.
In all these scenarios the debtor runs the risk of trying to recover a debt from an entity with whom he has no contract. By doing so the debtor effectively gives up his right to pursue the debt through legal means as clearly there is not a contract between the parties.
In such situations the logical course of action would be to pursue the debt with the body with whom the debtor is contracted. Whilst re-addressing the invoice may seem to be expedient, it should be borne in mind that, as well as the legal issues with trying to pursue a debt this way, the protective clauses in the contract may not be enforceable with this new entity

Financial stability of the client
AGS members should also be wary of contracting with clients with a weak balance sheet who may have an impaired ability to pay (also see AGS publication ‘Risk Issues for Independent Geo-professionals’, Section 4 Contractual and Financial Issues). Information on UK registered companies can be found on the Companies House website. This will usually include a copy of the client’s published accounts, as well as details of the company structure and names of the directors. However please be aware that accounts may only be published up to 9 months after the end of the company’s financial year, so the accounts may relate to a trading period that ended up to 1 year and 9 months ago. Even when dealing with large organisations it is worth checking the accounts of the specific entity which the holding/parent company may or may not have chosen to capitalise. The dangers of contracting with a financially robust company, only then to pursue a debt with a company that is not so, are obvious. Where there are doubts over the ability of the client to pay then it may be appropriate to request an advance payment for part or all of the fee. Where clients impose extended payment terms then the consideration should be given to including finance costs in the fee based on a suitable weighted average cost of capital (WACC).

Problems with purchase orders
Another pitfall in debt recovery is the lack of a purchase order. Many companies’ accounts payable systems are increasingly automated and a lack of relevant information on the invoice can result in invoices being rejected. Even when the correct client entity has been identified and a binding contract agreed between the two parties, payment can be delayed due to the lack of a purchase order. Whilst it may be contractually superfluous, the absence of a purchase order may simply mean that payment will not be processed until such a purchase order is issued. It is recommended therefore that AGS members communicate with the client’s finance team at an early stage to check whether a PO is required in order avoid delays and problems later. Also remember that purchase orders may have a monetary cap and where there are variations to the scope of work then this can result in the cap being exceeded at some point. Again AGS members can avoid payment delays by checking that the cumulative invoiced amount is within the capped amount on the PO.
On the other hand clients may inadvertently issue a PO to the incorrect contracting entity. This can easily happen when companies merge, are taken over or rename/restructure. This can result in clients accounting systems having an incorrect VAT number and incorrect bank details leading to further delays in payment.

Summary
In summary the Construction Act provides protection against unjustified withholding of payment and allows debtors to recover debts through adjudication if necessary. However a number of actions can be taken to minimise payment delays:
1. Check that the contracting entity is correct and is the body who will make payment.
2. Check the financial strength of the contracting entity.
3. Where possible check the payment history of the client and consider requesting advance payment and, where there are extended payment terms, consider including finance costs in the price.
4. Check whether a purchase order is required in order to facilitate payment.
5. Check that the PO has been issued to the correct entity.
6. Check that the PO value has not been exhausted from previous invoices.
7. Resist requests by clients to re-address invoices to another company.

References
AGS (2011). Risk Issues for Independent Geo-professionals. May 2011.
AGS (2018). LPA 66 – Overview and Review of the Construction Act Payment Provisions – February 2018.

Article contributed by Peter Boyd, Operations Director, Ground Engineering, AECOM

This article was featured in the September/October issue of the AGS Magazine.

Article

AGS Photography Competition

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The AGS are holding their first official photography competition for the geotechnical and geoenvironmental industry.

We’re on the look out for your most creative working images, whether it be a landscape project shot, a close-up laboratory testing image or simply you and your colleague’s problem solving in the office.

If you’re a budding photographer or have a great engineering image which you’d like to enter, then we’d like to see it.

Entry into the competition is free and the winner of the competition will win a Piccadilly wicker hamper basket from luxury retailer, Fortnum and Mason, worth £75. The hamper includes Pistachio and Clotted Cream Biscuits, Marc de Champagne Truffles, Breakfast blend Coffee, Breakfast blend tea, Strawberry Preserve, Fortum’s Piccadilly Piccalilli, Burlington Breakfast Marmalade and Fortnum’s Dao Tino.

There are no restrictions on the photography equipment used, so feel free to use a phone, computer, tablet or a traditional hand-held camera to capture your image.

All entries will be reviewed by the AGS Magazine Editorial Board, who will decide on a shortlist and overall winner. Full details will be announced in the January/February 2019 issue of AGS Magazine.

IMAGE REQUIREMENTS

The AGS are looking for high resolution jpeg images (no less than 300 dpi / over 1mb image file size) of a geotechnical and geoenvironmental nature. Images can include project imagery, laboratory testing, collaborative working and more. Photographs featuring staff should demonstrate health and safety procedures are in place, if appropriate.

HOW TO ENTER
• Please email your image with;

o A short description of what it showcases and where it was taken (up to 50 words)
o Credit information (if applicable)
o Your full name
o Company name
o Postal address

to ags@ags.org.uk with the subject ‘AGS Magazine: Photography Competition 2018’ in the email.

• There is no limit to the number of images you enter.
• The deadline for entries is Friday 21st December 2018.
• Entry into the competition is free

TERMS AND CONDITIONS
• Applicants must be aged 18 or over.
• All images must be high resolution and 300 DPI (dots per inch) / over 1mb image file size.
• Applicants must be based in the UK.
• The photographer must have full copyright of all entered images.
• All images entered may be reproduced by the AGS and used in future AGS event and marketing literature without prior notice. This may include usage across the AGS’ social media channels, inclusion in the AGS Magazine and on the AGS website.

Article

Ground Risk: Why Take the Chance? A Lessons Learnt Conference Overview

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The conference was held at the excellent Cavendish Conference Centre near Oxford Circus, London, well located for those travelling by rail. Delegates were greeted by the venue vividly lit up in bespoke AGS green (apparently – for those who are interested – provided by an amBX lighting control system) which gave a stunning backdrop to the proceedings. There was a very good turnout and the location was well set up for networking.

Speakers for the event included Stephen Tromans, recognised as one of the leading practitioners in Environmental Law in the UK, award-winning geologist, Dr Jacqueline Skipper, Dr Andrew Smith, Coffey and Brownfield Briefing and GE Award winner, George Flower of Arcadis.

The programme was split into two, with geotechnical issues in the morning and geoenvironmental/contaminated land risks covered after lunch. Although each presentation highlighted widely different types and scales of problem and risk, the overriding conclusion on the lessons learnt was that spending time, effort and money at the start of a project to understand the ground conditions leads to a more successful outcome. Simply put “getting the ground model right”.

Feedback on the speaker’s presentations was either excellent or good, with one delegate saying it was “one of the best technical conferences I have attended in recent times”. We still feel that we can improve and plan to take all of the suggestions and comments into account when we run a number of similar events in the future, trying different venues and other AGS related content. Our aim is to make our conferences as enjoyable and informative as possible, giving attendees the best opportunity to learn and meet others.

Article contributed by Neil Parry, Geotechnical Engineer, AGS Chair

This article was featured in the September/October issue of the AGS Magazine.

Article

The AGS – Its life and times

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Written by AGS Member, Len Threadgold (Geotechnics)

I joined the AGS when it didn’t have a history, only a vision; but what an important vision. It came from a need for the geotechnical “Industry” to have a means of translating the aspirations of a vibrant technical and innovative engineering discipline into practice. Prior to that, the British Geotechnical Society had a dual role as a learned society and as a base from which to lead and encourage good practice by an evolving industry.

The Association of Ground Investigation Specialists (AGIS) had been established earlier to further such aims but, whilst this attracted companies engaged solely in investigations, it did not seem to appeal to consultants, geotechnical contractors, client bodies and academe. The founding fathers of AGS sought to address this by forming this new association and it certainly appealed to me.

I had come from a background of Site Investigation with Cementation and Exploration Associates and loved the challenges which it posed, namely to translate the fascinatingly complex legacy of our geological and industrial past into a meaningful engineering resource for the future. This needed integration into a broader service since, at that time, there was a tendency to move away from the comprehensive package, where a site investigation specialist, based on the Glossop model of Soil Mechanics Limited, would drill, test and interpret the ground and evaluate its significance for the project. Such a service remains valid today but there was a move to a more compartmentalised approach.

In those days the highways departments of county authorities would design schemes based on their needs and the output from investigations but there was a move towards such design teams to be taken over by consultants who would cover the design and interpretation themselves. Highways investigations, which had dominated the industry up to that time, reduced markedly and it took time for the needs of water authorities and environmental schemes to build up.

Internal collaboration had been intrinsic within companies but the separation of roles of investigators, interpreters, evaluators, clients and contractors meant that dialogue became increasingly important. AGS provided a forum for such dialogue and a Trade Association to encourage development.

I joined the committee at its outset and served on it for many years. The need for fair contractual arrangements between the various parties was clear and Stuart Littlejohn’s initiatives, in stimulating publication of a set of four documents to emphasise the importance of investigation and set up the means of implementation, was timely. AGS helped with the contractual aspects of the documents and promoted their use through publications. In those heady days the AGS logo and diagonal green stripe style was developed by the drafting departments of Cementation and Geotechnics, rather than by image consultants, and this has been shown to be durable, all be it with one or two tweaks.

Technology was developing all the time and the use of word processing software and computers to report data and analyse them was increasing. Investigation specialists were using computers to produce reports in a printed format but when such reports were presented to clients, the designers had to be re-enter appropriate parameters into their proprietary software in order to translate it into meaningful information since there was incompatibility between the software of producers and analysts.

Recognition of this by the AGS led to a one day conference which I was pleased to convene and subsequently I chaired the group which established the AGS Format for data transfer and management. This pre-dated the move towards BIM by the wider construction industry by some two decades. It was developed by the industry for the industry and illustrates what can be done with good will and the ethos of “what is good for the industry is good for its clients”. It has now become a de-facto international standard and has given rise to a British Standard.

Without such innovation, projects such as Crossrail, HS2 and other major infrastructure would not have been able to proceed at anything like the pace they have. All of this hard work to establish, develop and maintain the format has been done with the good will of AGS members, together with other interested parties, and their intrinsic financial support. It was not externally funded.

Over this period of the life of the AGS the importance of geoenvironmental understanding and investigation became apparent and led to the name change to the Association of Geotechnical and Geoenvironmental Specialists whilst maintaining the AGS logo.

Health and safety on sites has always been important but this has become increasingly so and the AGS has taken a lead on these issues. Risk assessments were always made on an informal basis but are now a formal part of every investigation.

The Association’s strength is its membership with many complementary skills and services promoted with enthusiasm in a positive environment. Many members provide similar services to others, and may be competitors, but with the independence of the AGS from individual members they have been able to contribute much to the whole geotechnical and geoenvironmental community and those whom it serves.

All serious practitioners within our industry and members of the AGS want to do a good job within an atmosphere of mutual respect. Such collaboration was key to the establishment of the AGS and remains important today. The ground is complex but this is the medium in which our industry works and thrives. It is essential that members emphasise the importance of knowledge of it and an ability to deal with it by acting as ambassadors to engineers in other disciplines, clients and funders. Often, the ground is seen by them as a problem, but unfortunately the logical approach to tackling it through well-structured Site Investigation and responsive design is seen as a cost to be minimised, rather than as a long term investment.

The ground is the legacy of geological processes and human activity. It is to be hoped that the legacy of those who preceded us in the AGS, current members and those who follow, will see its work as being equally important. With such an approach, the Association can and will prosper.

This article was contributed by Len Threadgold, Geotechnics.

This article was featured in the September/October issue of the AGS Magazine.

Article Sustainability

Sustainability in Ground Engineering – Good Design or Good Marketing?

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Stephen Lawrence West of Ramboll, this year’s winner of the Sustainability Award at the GE Awards discusses sustainability in Ground Engineering.

The concept of sustainability has become a fundamental part of our lives as engineers and scientists in the construction industry.  This is a very public way in which we as a profession can serve society by helping conserve a sustainable supply of resources.  Of course, the term sustainability can have a very broad definition; obviously there is the conservation of natural resources that go into the materials we use to deliver projects, there is are also a drive to reduce dependence on fuel and energy resources to process and transport materials, and we need a sustainable source of human resources to deliver the projects through planning, design, and construction.  And don’t forget the desire to save one of society’s favourite resources….money!  All are important and their supply needs to be used wisely or alternative resources identified and put to work.  However, it is a very rare project where you can demonstrate good sustainability practice across all these indicators of sustainability.

So as Geotechnical and Geo-Environmental Specialists how do we actually embed sustainability in our processes?  Foundations need to be built from concrete or steel, earthworks need to be formed using earth materials, we need engineers and scientists to deliver projects, and the money must come from somewhere.  So how can we deliver truly sustainable projects and recognise how we are contributing to sustainability?  At Ramboll we were honoured along with our various project partners and stakeholders with the Ground Engineering Sustainability Award two years in a row.  Bermondsey Dive-under railway scheme is a major urban railway interchange where the use of materials was carefully controlled to ensure full value to the client, local community, and railway users.  This value was not just measured in financial terms, the use of earthworks material quantities was optimised maximising re-use of site won materials from demolition debris, foundations from the original railway structures were re-used where possible, and where not, an extensive programme of pile testing allowed significant reduction in total new pile metreage.  Careful management and re-use of materials and foundation design resulted in reductions in supply mileage to this congested site which limited impact on the local community.  In turn this allowed for optimum use of site space allowing rail lines to remain functional thereby reducing delays. The philosophy of sustainability was built into project processes from the tender stage and were not mere ‘add-ons’.  But as indicated in the title of this article the optimal use of materials and resources was considered good design rather than a sustainable design.

This year’s winner, the Walthamstow Wetlands, was a very different project and its success was measured by different sustainability indicators.  In this case engineering skill was used to transform a valuable urban wetland resource from an underused tract of land into a location the local community can enjoy for the first time in decades.  The geotechnical and hydrological elements of the project were delivered using the same consideration of high sustainability standards whilst not sacrificing good value for the local community.  This was a project with a very limited resources in terms of material and money.  The materials to be used for earthworks had to be won from site and the project was being financed predominantly by the Heritage Lottery fund through local government from a limited budget.  The project team looked at how to re-use dredged materials to resolve engineering problems and provide ecological assets as part of this project.  The reservoirs had become choked with silt since the last dredging operation, therefore this presented an opportunity to win material and aid the hydrological objectives of the projects.  This material was potentially contaminated therefore disposal of excess off site was not an option as that would increase costs.  A solution was developed where the material could be retained on site to form reed beds.  This solution complemented the hydrological requirements of the project and in turn formed a new ecological asset for this part of London. The other major ground engineering element of the project was the design of an earth retention scheme using dredged silt.  After consideration of standard engineering solutions using sheet piles, gabions, or similar, a more sustainable solution was proposed to use geotextiles supported by timber king-posts.  This solution was simpler than the original concept and could be delivered without need for substantial temporary works or installation plant.  This reduced construction time and delivered a finish much more in keeping with the aspirations of the overall scheme.   As this scheme was for the public good there was extensive liaison with the local community and key stakeholders representing bodies such as Natural England, RSPB, anglers associations and so on.  This liaison was seen as a very positive aspect of the project and the results are an estimated 185,000 visitors in six months after the site was re-opened.

In both cases, good design principles have been used to deliver a scheme which measures highly on sustainability indicators.  These are just two examples of excellent practice, but they are by no means isolated.  Often as experienced engineers and scientists we view efficiency in design as a matter of professional pride but we should also view our good work through the lens of sustainability as well.  However, to truly deliver sustainable projects on a regular basis we must embed consideration of these indicators throughout our projects.  When assessing design and construction practice sustainability should be an equal consideration in the measures used to compare solutions. This will helps drive good design and then has the added bonus of generating good content for your marketing team!  This approach is being seen much more on major schemes such as HS2.  In order to integrate sustainability in the design process for all projects this topic is a fundamental part of the project excellence process in Ramboll, this is reflected in many other consultants and contractors.  As we and many others have shown, a sustainable project often tends not to be an expensive project and actually yield community benefits beyond the provision of a new transport interchange or recreational resource.  So a final thought, safety moments have become standard in meetings, what about a few sustainability moments?

Article contributed by Stephen Lawrence West, Director, Ground Engineering, Ramboll
This article was featured in the September/October issue of the AGS Magazine.

Article

A response to: AGS Digital Data – why is it so difficult to get?

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In July’s edition of the AGS magazine, Chris Raison posed the question: ‘AGS Digital Data – Why is it so difficult to get?’ In an age where the transfer of data in digital format is the norm for most business sectors, his question is very pertinent. The ground investigation industry is often perceived as being antiquated and ‘behind the times’ in its methods, and the issue of data flow is no different. Working as I do for a major ground investigation contractor that has been supplying digital data in this format for many years, I thought it appropriate to try and answer the question he posed.

Firstly I should state that I have a lot of sympathy with Chris. My company Soil Engineering, is part of a much bigger group of companies (Soletanche Bachy) that deal exclusively with the ground (piles, diaphragm walls and secant pile walls to name but a few of the techniques we offer). Interacting as we do with other parts of the group, we know of the frustration that our operating companies and divisions have, regarding this subject. We routinely hear of multi-million pound piling schemes, trying to be designed on the basis of a few photocopied pages of exploratory hole logs and lab test data!
How can this be? As Chris notes in his article, we are now in the 21st century and the easy transfer of digital data (via the AGS medium), has been with us for a quarter of a century. There are several possible reasons for the current state of affairs and these are listed below:
• Procurement teams unaware / uninterested in digital data
• Smaller GI projects don’t require digital data
• Digital data produced for only some aspects of GI
• Full digital data produced and ‘gets stuck’ with clients professional team
Taking each of these in turn;

Procurement teams unaware
It could be argued that the AGS has not done enough to promote the benefits of the AGS data transfer medium. Surely if everyone saw how easy the system was and what the end benefits were, no one would hesitate to use it? The problem is perhaps linked to AGS membership. After all the AGS exists to promote best practice in the geotechnical and geoenvironmental sectors, so why wouldn’t all companies operating in these sectors aspire to become members of the AGS? Membership entitles members to use of the AGS digital data dictionary.

We are however where we are with regards membership and if we accept that for every member company there may be another nine non-members, then we are perhaps only reaching 10% of the market place. If the procurer is unaware of the AGS digital data format, then how can they be expected to specify it when preparing GI procurement documents?
The extract in Figure 1 is typical of a GI tender specification not requiring electronic data of any form!

Figure 1: Extract from a tender that only requires a paper copy of the report

Smaller GI projects don’t require digital data

SEGL is aware that many smaller and in particular non-public funded schemes do not stipulate a requirement for digital data in the specification. That is if the procurer even bothers to put together a specification! A small to medium sized GI may only be perceived to need a pdf copy of the report.

So the question then is what to do. If GI companies are not asked to provide a price for this service, then why should they provide it? People who say that producing AGS data is achieved via a ‘push of a button’ are sadly misguided! For a simple GI, compiling an error free digital data file can take less than an hour, but for more complex projects can take many hours. So there will naturally be a cost attached. Who should pay this cost if we automatically generated AGS data for every project?

And then what would the procurer do with the data given that they didn’t ask for, don’t understand and have no idea what to do with?

Digital data produced for only some aspects of GI

For a straight forward GI where all of the work is carried out by in-house resourcing (rigs and laboratory testing etc), the GI contractor should have no difficulty compiling a digital data submission. However where various aspects of the GI are outsourced (subcontracted), the subcontractor may not be able to supply data in AGS format, or they can’t supply the data in the latest format. So what to do then?

Whilst SEGL always aims to only procure subcontractors who can supply their data in the requisite format, there is still great variability in the quality offerings of such companies and sometimes it is impossible to get all the data in the required format. This applies to both geotechnical and chemical testing laboratories, geophysical contractors as well as specialist in situ testing subcontractors.

This latter point is very pertinent to the recent HS2 ground investigations. The client (HS2) quite rightly requested the latest version of the AGS data format. However every major GI contractor on the framework agreement experienced severe difficulties in obtaining the data in this format from subcontractors who were still working with the previous version!

Full digital data supplied and gets ‘stuck’ with clients professional team

SEGL supplies digital data for the majority of its contracts and certainly for all major contracts. As a company we pioneered embedding the AGS digital data file within the report pdf and some clients thought this a very good idea. Figures 2 and 3 illustrate what should be good practice for all GI’s:

Figure 2: Extract from a specification that is quite clear as to what is required in terms of reporting

Figure 3: Extract from the corresponding Bill of Quantities, allowing the contractor to price digital data

However, and this is a major however, since we work with other parts of our group, who are acting as subcontractors for say the installation of piles, we see what data they receive for their design. We are aware of major GI contracts (for which we have supplied full AGS data submissions), whose data has not found its way to the people who need it most, ie the pile designers! The same applies to numerous retaining wall and contiguous pile wall schemes.

So what is happening to the data? The answer is that much of the data is being retained by the clients professional team (consultants, structural engineers and architects etc), who do not pass it on either to main contractors or to smaller piling companies etc.

We are aware of a recent scheme for which we supplied digital data for some fifty boreholes and for which a piled solution was required. Much to our dismay we found that one of the companies in the group had spent hours re-entering all the exploratory hole data by hand into an Excel spreadsheet because they had only been given photocopies of logs! This is complete madness, but sad to say is an all too common occurrence.

What can be done?

The most obvious thing that can and should be done, is to better showcase the advantages of AGS digital data to the whole industry. In my view I believe that Chris is incorrect when he suggests that ‘many specialist GI contractors and Consulting Engineers have a misplaced view that AGS digital data is different to the GI report itself’. I believe that those who know about the AGS digital data format, know exactly what it is and what it does. The problem is that not enough procurers of GI’s either know about it or specify it. How many investigations are procured by structural engineers or architects etc who have no knowledge of the geotechnical industry, let alone knowledge of the AGS data digital format? This issue in itself accounts for many of the smaller GI’s that are procured each year.

There are further and alarming issues with other major consultants who know exactly what AGS digital data is, but who then request the data in Excel format only, because their design systems are set up as Excel spreadsheets! From my point of view this is missing the point completely, since they could easily receive data in AGS format and then import it into Excel. This would also make the data available for any users downstream, ie main contractors and specialist foundation contractors.

Chris also states that ‘it is time that the GI industry addressed this problem, added value to their reports and generally reduced the potential waste and experienced by users of their data’. Again in my opinion, Chris is addressing the wrong target audience here! All the larger quality GI contractors can and do provide AGS data when asked and without any problem. However, as we all know, those responsible for procuring GI’s invariably don’t select one of the larger quality GI contractors. Why? Well because they cost more! They will select ‘Cheap and Cheerful contracting’ and they will get exactly what they pay for, ie nothing of value. What a surprise!

I have attended and presented at numerous seminars and conferences over the last 25 years on the subject of adequate / fit for purpose GI. Everyone who attends agrees on the value of GI and on good quality data that is available to all those involved in the project life cycle. And yet nothing changes!

The solution lies primarily in the hands of those procuring GI’s. Perhaps more effort needs to be directed toward the ICE, ACE, RICS etc and also RIBA? In addition, perhaps we need to move to a more ‘American model’, where insurers require appropriate GI’s to be undertaken and data to be made available, in order to secure project funding.

If the UK ground investigation industry was to achieve this situation, the delivery of fit for purpose GI’s together with an attendant free flow of digital data might just become the norm!

This article is the personal view of the author and is intended as a discussion piece to continue the debate as to how the UK GI industry can improve the delivery of digital data.

Matthew Baldwin is the Technical Director at Soil Engineering and is a RoGEP advisor. Soil Engineering are an industry leading provider of ground investigation and ground stabilisation techniques.
This article was featured in the September/October issue of the AGS Magazine.

Article

Further Feedback on AGS Digital Data, Why is it so Difficult to get?

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Feedback from Paul Chaplin, Data Manager, (Ground Risk & Remediation), WSP

“Having worked as a Geoenvironmental Data Manager for both consultants and contractors, I would say that Callum does have a point here. In my experience there isn’t a plethora of people within the industry that really know the ins and outs of the AGS format and one crucial thing that is often missed is that it is a data transfer format, not a data collection specification nor does it necessarily have to be the basis of the database structure.

There is often an expectation from consultants who are reasonably au-fait with AGS data to request that the contractor deliver things that may not have not been explicitly asked of them at the outset. “Please provide in AGS 4.0” is often used as a catch-all statement. Some information captured may be really important to the contractor, but be of little interest to the consultant (and vice-versa) and ultimately may depend on how far it is going to be analysed. Is it purely from a ground conditions / test results perspective? Or, as was the case with other major infrastructure projects, is the data also to be used as a project management tool to decide what the contractor could charge, and ultimately, be paid for?

Geology Codes are a prime example of going beyond the contractor’s remit of providing factual information. As per the AGS guidance, if required, the consultant should provide a list of geology codes to the contractor who may have a first pass at allocating a code. If the consultant overrules, then changes can be made during a clearly defined, agreed and staged log review process. (Prelim, Draft, Final etc). If this was not part of the specification and several weeks into the job the consultant decides that this is now a requirement, should contractor have to acquiesce? Does the catch-all statement cover that without there being a time/cost implication for the contractor?

There are many things still hanging over from earlier versions of the AGS format, which were not as fully formed as the current version. If there wasn’t a corresponding field for something that was required/collected it would regularly be placed in different field that did exist and the logs modified to utilise that field. AGS 4.0 arrived and was far stricter about what it would accept. Unfortunately, this is still not enough to stop PID results arriving in the Stratum Details table, or monitoring points such as standpipes not including any corresponding pipe construction information. This is where the “know-how” comes in. This can be supplemented with Data Management Plans, additional data related specification documents that are clear to all, along with a single point of contact between both contractor and consultant to iron out the inevitable wrinkles.

I would argue that good quality AGS Data is actually a by-product of effective data management throughout the Ground Investigation, not an end goal in itself, and it should be delivered alongside any Ground Investigation Report (possibly even at regular intervals during the GI). To achieve it is no small undertaking though, especially on large infrastructure projects and perhaps the upfront preparation, additional time and resources that have to be dedicated to it are not fully appreciated or understood.”

Feedback from Callum Irving, Consultant Engineering Geologist (Design), TSP Projects

“First of all, I would like to say how pleasing it is to see this topic discussed in such an intelligent and nuanced manner. I believe it is precisely what our industry requires at this moment. I would like to add to this discussion by offering a more pragmatic eye. The main challenge I find with AGS data is that it requires specialist software and in a lot of cases expert know-how to extract the information. Companies are still generating AGS 3.1 or simply not following AGS4 format rules. The specialist skill set and software is not yet prevalent in the industry. While I am an advocate of AGS, the reality is that PDF may still offer a more practical solution for many depending on the end goal and size of project.

The real power of AGS comes in big data analysis and data sharing across the industry. With the goal to produce localised geology/geotechnical data sets and geological ground models to reduce, not increase poorly targeted ground investigation. This then paves the way for evidence-based ground investigation and smarter geo engineering. This is where I believe we should focus our efforts.

There is a notion that more intrusive ground investigation gives you greater certainty in design. I would argue that robust ground/risk modelling and targeted investigation in relation to the engineering is far more valuable.”

This article was featured in the September/October issue of the AGS Magazine.

Article

Q&A with Matthew Baldwin

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Full Name: Matthew Baldwin BSc, MSc, C.Geol, FGS, RoGEP Advisor
Job Title: Technical Director
Company: Soil Engineering

With over 36 years working in the engineering geology sector I have become experienced at what works with regard to investigating the ground. For the last fifteen years however I have spent much of my time helping to educate others via university MSc course lecturing, in house and external training and conference presentations.

My main interests lie in helping academia understand what industry wants within degree courses, as well as in getting published and publicised the new generation of ‘Eurocode’ documents. I would like good ground investigation to be recognised as the cost saving and risk reducing tool that it really is!

What or who inspired you to join the geotechnical industry?
Chance! I had always wanted to work in mineral prospecting and had a job lined up in Namibia in 1981. At the last minute however, I found out that the previous two mine geologists had disappeared and so I turned the job down! Instead I took an MSc in Engineering Geology at Durham University and the rest is as they say is history!

What does a typical day entail?
I don’t have typical days, and that is what keeps me ‘fresh’ and interested in the industry. Due to the number of international and national committees I sit on (including technical, standards and trade bodies), my calendar is planned several months in advance. When I add in the in house training courses I run, presentations to clients and attendance at various seminars and conferences, my weeks are quite crowded.

I suppose it is often the ‘unknowns’ that provide most excitement and challenge though. These range from calls for technical advice both from within my company, but also from across the wider Bachy Soletanche group, to looking at appropriate sampling regimes for challenging geology, to requests for mentoring and training of employees.

Are there any projects which you’re particularly proud to have been a part of?
Sadly those projects that retain a special place in my memory tend to be those from the distant past. This is partly because ground investigation in the 1980’s and early 1990’s was less adversarial than it is now, and also because there appeared to be more genuine interest in both the industry and the subject matter, ie the ground!

The NIREX (low level nuclear repository) investigations were in my view unparalleled, insofar as they offered engineering geologists the chance to see a vast array of intrusive GI techniques as well as the full array of in situ testing and sampling. So many GI’s over the past 20 years have done the bare minimum and there now exists a whole generation of engineering geologists who aren’t aware of the techniques that we can and should be using to understand the ground.

In addition I would have to cite the investigations in the Irish Republic for the motorways that we now take for granted. For many of these major GI’s we were having to produce site specific logging and sampling schemes to deal with the encountered geology, and again the supervisory teams learnt so much of value.

What are the most challenging aspects of your role?
Trying to help educate an industry where there is a lot of ignorance about ground investigation! There are various reasons why the procurers and to some extent the clients professional team on site (civil engineers, structural engineers and architects etc), don’t appear to have the knowledge / experience that would enable them to ensure ground investigations were designed and executed correctly. I could fill several pages on this subject!

All too often we see incorrect drilling / sampling techniques being proposed, inappropriate in situ testing, or no in situ tests, and then to cap it off the clueless scheduling of laboratory testing.

Although I have spent the last couple of decades banging the drum in relation to the importance of GI procurers knowing ‘their stuff’, this would seem to have largely fallen on deaf ears.

The other big challenge I have as part of the international committee involved with the updating of Eurocode 7, is getting practitioners to see the benefits of using the standard and the various supporting documents, numerous as they are!

What AGS Working Group(s) are you a Member of and what are your current focuses?
As immediate past chairman of the AGS I am involved with the senate and the executive, both of which are the decision and ratification parts of the association. I am however part of the business practice working group and firmly believe that this committee has done much good work over the past few years.

Both mine and the BPWG immediate focus is on making the AGS relevant and accessible to the younger end of the industry. It is vital that we get both graduates and undergraduates sharing their experiences and learning via contact with the AGS and the vast talent and experience pool that resides within it.

What do you enjoy most about being an AGS Member?
The AGS members share the same common goal of wanting the industry to provide a quality service via member companies that also take health and safety in the work place seriously. Because the members of the various AGS working groups all share these aims, every time we meet, I know that we are all looking at how to advance the industry in a controlled and professional manner.

What do you find beneficial about being an AGS Member?
Personally I know that I can contact other AGS members for advice / commentary on new industry initiatives and that I will get a reasoned response. From a company perspective, AGS membership is a ‘quality mark’ and helps Soil Engineering along with other member companies differentiate themselves from others in the market place.

Why do you feel the AGS is important to the industry?
The AGS is the only trade body that represents contractors, consultants and suppliers and then speaks with one voice for all their interests. Because of the ‘knowledge pool’ that the AGS enjoys via its membership, the association is able to speak with authority on a wide range of technical issues. It has working groups to whom both other parts of industry and indeed the government via the HSE listen to.

What changes would you like to see implemented in the geotechnical industry?
Ever since I started working in the industry some 36 years ago, we have collectively complained about the overall state of ground investigations. Despite numerous initiatives aimed at improving standards, the industry is in my view no better than it was 40 years ago. This is largely thanks to the plethora of small GI companies that do not provide the same level of quality or health and safety standards as the larger companies. And yet through a lack of understanding that cheaper isn’t better, the procurers of GI’s are happy to employ them because they are cheap!

We need to move to a situation akin to the American system where building projects require ‘fit for purpose’ GI’s, or they won’t be insured. I have tried via a joint venture with the FPS to engage with UK insurers, but without luck so far. I genuinely believe however that either this or government legislation (unlikely) is what we need.

Soil Engineering overwater investigations on Loch Lomond

Training employees to log the Chalk with help from Rory Mortimore

Working in Berlin with European Colleagues on the next version of Eurocode 7

This Q&A was featured in the September/October issue of the AGS Magazine.

Article Contaminated Land

AGS Guidance on The Description of Anthropogenic “Soils”

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Accurate and consistent description of Made Ground or anthropogenic soils/materials is of importance as it may provide vital indication of the material’s likely geotechnical behaviour, the potential for contamination and/or the potential for ground gas generation. However, BS 5930:2015 and BS EN ISO 14688-1 provide only limited guidance on the description of anthropogenic “soils”, and this has led to an inconsistent approach within the contaminated land industry.

The AGS Contaminated Land Working Group have therefore produced a Guidance Note, in which a standard framework for the geo-environmental description of anthropogenic “soils” is set out. This framework is summarised in a flow chart, which has been produced to allow it to be laminated and taken to site to act as an aide memoire for those who encounter and have to describe these “soils”.

For anthropogenic material principally comprising granular or cohesive soils (Class 1 and 2) the framework follows the BS 5930:2015 process. However, it has been extended to cover:
• organic materials (Class 3), such as landfill deposits and the largely organic debris that may be encountered within a backfilled canal or dock,
• fine grained chemical deposits (Class 4), such as chemical precipitates, filter cake wastes, chemical salts, sludges, powders and materials such as foul lime and Galligu, and
• Other identifiable material, such as textiles, plastic sheeting, railway sleepers, glass and sawdust etc. that may form the principal component of the ‘soil’ in some instances.
The Guidance stresses the need for detailing the proportions of inclusions within Made Ground, be it through standardised descriptors (rare, occasional, numerous, abundant) or by listing the approximate percentage of the inclusions by volume (e.g. “grey clayey sand of ash with textile fragments (20%), polythene (10%) and paper (10%)”).

Also provided in the Guidance are standard descriptors for the commonly encountered combustion products ash, clinker, charcoal and slag, as it appears these are often mis-identified. Commentary is provided on the importance of accurate colour description as an indicator of chemical conditions and the potential presence of contaminants. It is also suggested that the following groups of odours be adopted in preference to those suggested in BS 5930 (which includes some which are unlikely to be present in Made Ground, such as “floral” or “peppermint”):

• H2S (rotten egg),
• rotten cabbage (Mercaptan),
• naphthalene (mothballs),
• solvent (acetone – nail varnish, xylene-thinners),
• chlorinated solvent (‘Tippex’ thinners in the past)
• acetic (vinegar),
• fuel (petrol, diesel, paraffin),
• mineral oil (engine oil, lubricating oil),
• creosote/coal tar,
• putrid (decaying waste)

Guidance on describing the strength of the odour (from AS 4482.1-2005) is also provided as follows;
• Weak (just detectable at source, location difficult to determine),
• Distinct (detectable immediately adjacent to source, bearable at source),
• Strong (detectable 20m from source, bearable at source),
• Very strong (detectable >20m from source, pungent at source).

The Guidance Note is designed to complement the ‘Practical Framework for the Logging of Anthropogenic Soils’ which is being produced by The Environmental Protection Group Ltd, and which provides extremely useful guidance on the description of landfilled material and other anthropogenic materials with the potential to generate ground gas.

It is hoped that the adoption of a more standardised approach to the description of anthropogenic materials will improve the quality of ground investigations in these materials and will allow the vital data contained in exploratory hole logs produced by one company to be accurately interpreted by another consultant at a later date with regard to the contaminant and gas generation potential, and the likely geotechnical properties of the soil.

References:
British Standards Institution (2015): Code of practice for ground investigations. BS 5930:2015.
British Standards Institution (2018): Geotechnical investigation and testing – Identification and classification of soil – Part 1 Identification and description. BS BS EN ISO 14688-1:2018
Australian Standards (2005): AS 4482.1-2005 Guide to the Investigation and Sampling of Sites with Potentially Contaminated Soil – Non-volatile and Semi-Volatile Compounds – Tasmania.
The Environmental Protection Group Ltd: Practical Framework for the Logging of Anthropogenic Soils.

Although every effort has been made to check the accuracy of the information and validity of the guidance given in this document, neither the members of the Contaminated Land Working Group, nor the AGS accept any responsibility for mis-statements contained herein or misunderstanding arising herefrom.

AGS Guidance on The Description of Anthropogenic Materials– A Practitioners’ Guide can be downloaded from the AGS Website.

Prepared by Mike Plimmer of Geotechnical & Environmental Associates

This article was featured in the September/October issue of the AGS Magazine.