Article

Summary of the Autumn 2019 Procurement of Ground Investigation Steering Group Survey

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Introduction

In 2019 a Procurement of Ground Investigation Steering Group survey was carried out. The survey was a collaboration between the Association of Geotechnical and Geo-environmental Specialists (AGS), British Drilling Association (BDA) and Federation of Piling Specialists (FPS). It built upon the AGS/BDA 2017 survey ‘Spotlight on the industry’ which identified that poor procurement of ground investigation was amongst the top three concerns of the responders.

The purpose of the survey was to identify the level of understanding of, and detail the concerns with, the current procurement processes for UK ground investigation services. The results have been extensively used over the last two years to drive improvements through the procurement process and forms the basis of many decisions for the direction this action has taken, including the third revision of the UK Specification for ground investigation (The Yellow Book) due to be published mid 2022.

Twenty one (21) questions were posed dealing with type of organisation, experience, size of projects and going onto familiarisation with contract mechanisms and documentation and concluding with questions on the way forward and improvements that could be made in the procurement process.

The following is a short summary of our analysis of the survey results concentrating mainly on views expressed regarding the way forward for the industry; a more detailed article is due to appear on the AGS website shortly which will deal with the responses received question by question. The full survey results are available on the AGS website.

Summary analysis

Respondents

Questions 1 to 10 looked at the details of the respondents in terms of affiliation, experience and qualifications, location and size and also their role in the procurement process.

Responses were received from 175 individuals as indicated in the graphic below. Those affiliations not identified (18%) include BGS, Geological Society, GSHP Association, EIC, DPI, FAME, ICE, RCE Association and the ACE. This is clearly a small but active proportion of the ground investigation community.

The majority of respondents are members of the AGS (59%), BDA (30%), BGA (23%) and FPS (10%). There are some multiple affiliations of course which makes the totals greater than 100%.

Over 80% of respondents had more than 11 years’ experience and were at least at senior engineer level. Advisors/consultants and specialist ground investigation contractors provided nearly 85% of the responses with over 90% degree qualified or of chartered status.

A fairly even distribution of ground investigation organisations across the United Kingdom was indicated. Companies appear to work across the UK with about 50% considering themselves to be national contractors though with fewer in Northern Ireland. Some 20% of respondents considered they were engaged in global activity.

It is not clear from the responses what proportion of the respondents were geotechnical designers with a knowledge of the proposed construction for which the ground investigation was being proposed. However, some 40% of responses were from ‘Specifiers’ and a further almost 40% from ‘Estimators’ and ‘Procurer/Buyers’.

Improving the Procurement Process

The latter part of the survey dealt with questions around how the procurement process should be improved going forward.

Q19 presented a series of statements relating to GI Procurement and respondents were asked to rank these according to importance.

The results showed that the vast majority of participants considered that good formal Specifications with the objectives of the investigation outlined and the provision of a Bills of Quantity was necessary. There was a strong view that the tenderer’s estimator should always assess the risks and make allowances for them in the tender return.

A more detailed analysis of the two main respondent groups i.e., Advisor/consultants and Specialist ground investigation contractors reveals that there is general agreement in the responses to these questions. The low return rate from other groups (10 or less responses per group) means that it is not possible to draw any meaningful conclusions for them.

The biggest disparity in opinion between the two main groups is regarding the statements that the contract is always awarded to the most capable rather than lowest cost. Also, the statement that the Designer should always specify the methodologies required appears to be more heavily divided in terms of opinions of the two parties.

At Question 20 respondents were asked ‘in thinking about the future of the ground investigation industry what changes from a list of 10 factors provided could most improve the procurement process’.

The results of the responses are summarised below in terms of assessed importance.

By far the greatest factor identified was that procurers should have a good understanding of ground investigation process and there was considerable support expressed for Early Contractor involvement. Conversely the increased use of framework contracts, adopting new methods for measuring contract costs and establishing a protocol for pre-measuring The GI works without resorting to Compensation Events was seen as having the least potential impact in improving the procurement process.

Again, a more detailed analysis of the two main respondent groups i.e., Advisor/consultants and Ground investigation contractors reveals that there is general agreement in the responses to these questions.

Summary

The most important issues identified regarding improvements centred around the following themes:

  1. The first priority was identified as the procurer should have a good understanding of the ground investigation process and method. This reflected concerns regarding non specialists being involved in the process without a full understanding of the issues.
  2. The development of a GI focussed NEC contract or one specifically for GI was also considered to be a major priority based on the cumulative response from the two questions as flagged above. This was particularly supported by the Ground Investigation Contractors. This was also associated with significant support for improved training in the use of the NEC contract for GI
  3. There was general agreement that early contractor involvement can be valuable in choosing an appropriate ground investigation design particularly where there are more specialist and perhaps less commonly specified requirements.
  4. The revision of the existing ground investigation specification to make it as prescriptive as possible and an improved BoQ was necessary to create a level playing field during tender assessment.

As noted above a more detailed article is due to appear on the AGS website shortly which will deal with the responses received question by question.

Acknowledgements

Author Stewart Jarvis, Associate Director, Arup with acknowledgements to David Farmer and Mersade Cartwright, Arup for assistance with the original survey data and presentation.

 

Article

Managing risk within ground investigation (machinery)

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Authors
Julian Lovell, Managing Director, Equipe Group
Jon Rayner, Director SH&E, EUR – UK & Ireland, AECOM

Introduction

Recently there have been a number of serious incidents/accidents involving drilling machines and recent site safety audits and inspections have discovered poorly maintained machinery and lack of demonstratable operative competency.  This article explores the risk to safety posed by plant and in particular the compliance with health and safety legislation and guidance relating to drilling machines which are used on almost every geotechnical project whether that be a dynamic sampling machine or rotary piling machine.

Legislative Framework

There are numerous pieces of health, safety and environmental legislation which apply to ground investigations, but the control of the common safety aspects of construction work, of which ground investigation is undeniably part of, relies heavily upon the implementation of and compliance to the Construction (Design and Management) Regulations, 2015 (CDM).

HSE also publishes guidance to help people to understand what the law says, to help duty holders comply with the law and to give technical advice. HSE guidance, which is generally not specific to a particular industry and further guidance including British Standards and industry specific guidance, may be used by the regulator and the courts to demonstrate that good practice has been followed.

This guidance is not compulsory, but the HSE advises that if you do follow it, you will normally be doing enough to comply with the law. If an incident occurs, health and safety inspectors and prosecutors will check for compliance and duty holders may well be found liable of a torte of negligence under the Health and Safety at Work Act 1974 and face a financial penalty and or a custodial sentence. If an incident occurs from a known and documented risk(s), then this will be looked upon unfavourably, if it is demonstrated as being ‘reasonably forseeable’ risks, which have not been managed and monitored sufficiently.

The operation of drilling machines is governed by a number of specific legislative statutes and guidance most notably the Machinery Safety Directive, Provision and Use of Work Equipment Regulations (PUWER) and BS EN 16228 – Drill Rig Safety. The obligations under these parts of the legislative framework almost entirely rest with the manufacturers, buyers and users of the equipment (the Contractors). However, Clients and Designers must not forget their obligations under CDM as they also have a duty to engage with competent Contractors and must make suitable arrangements for managing a project, including the allocation of sufficient time and other resources. In respect of Client duties, the regulations clarify that arrangements are suitable if they ensure that the construction work can be carried out, so far as is reasonably practicable, without risks to the health or safety of any person affected by the project.

The Knowns

The AGS and BDA Safety Working Groups have published a number of safety guidance, safety alerts and Client’s guide documents to bring these safety issues to the attention of the industry.  The AGS is also currently preparing a number of Client Guides which will provide guidance on known safety issues relating to ground investigation activities and in particular the machines and methodologies being used.

The data for these documents have been derived from a programme of independent post-delivery (pre-use) inspections commissioned over the past three years principally by AECOM and delivered by Equipe, which itself resulted in production of the AECOM Drilling Operating Standards Industry Working Group (DOSIWiG) document series. It is these DOSIWiG documents which will form the basis of the AGS Client Guides.

A total of 114 inspections were carried out over a period from September 2019 to November 2021 and involved 18 different ground investigation contractors. The graphic below provides a summary of the key safety non-conformities found during the inspections.

Throughout this programme, the major safety issues have remained consistent; a lack of awareness of legislative requirements, inadequate guarding of both the drill string and hot parts and under-rated or damaged lifting accessories including wire rope defects. The programme has determined that those employing, managing and operating the machines have little awareness of what full machinery compliance looks like. It has also identified a general poor understanding of what is required to fully comply with PUWER & LOLER (where applied) by those responsible for daily compliance inspection of the machines, with the industry often reliant too heavily on the manufacturers of the machines.

The Unknowns

The data highlighting these safety issues have been obtained from large projects and from organisations who already implement an approved subcontractors audit process. Whilst the Client’s competency checks and onboarding process are vigorous, these non-conformities would not have been identified without the benefit of the independent pre-use inspections. So how many non-compliant machines are in use today?

The independent pre-use inspection initiative has provided invaluable insight and, more importantly, data which can be analysed and used to create targeted guidance for the industry. The data suggests some improvement, but do the ongoing and consistent trends suggest that these issues are still not being seen to be significant by those appointing, engaging and managing drilling contractors?

The reason for the continuing lack of compliance is not clear but anecdotal evidence suggests that perhaps it is due to these non-conformities not being seen to be serious or a potential causal effect for incidents/accidents. Many parts of the industry believe that when a wire rope fails, it will ‘fail to safe’ as any load being carried will simply drop safely to the bottom of the hole. Recent site accidents would indicate otherwise.  Likewise, a belief exists that the lack of paperwork does not inherently make a site or equipment unsafe, but lack of structured and recorded checking can allow unsafe equipment and operations to continue.

These attitudes are clear signs of a juvenile industry safety culture which is not learning the lessons from the wider construction industry. Time and effort are being spent on discrediting safety practices or identifying reasoning why they shouldn’t be applied to the ground investigation industry, rather than adopting cross industry best practise. Why?

Time, money and effort should be balanced against risk, at least this is what the Health and Safety at Work Act 1974 tells us. However, when there is an inherent race to the bottom to win work, anything which adds cost is challenged by the industry, as the industry is governed by those competing for the work.

Is this to the benefit of the Clients? Clients will follow current industry guidance, setting these safety standards within specifications, project standards, etc. under the assumption that this constitutes best practice and will ensure a safe project. The reality is that these standards are watered down to keep the industry lean and value for money in the eyes of those appointing them, while retaining risk to those engaging in the work activities.

Summary

Looking past the industry guidance, it is clear from the data that not enough is being done to ensure safety within the industry, with 52% of drilling machines still being deemed not fit for use. The AECOM pre-use inspection programme provides evidence that there are significant problems regarding compliance of drilling machinery legislation. Without such a programme these drilling machines would have been defective when in use – machines which require operatives to work continuously in close proximity to them.

Whilst Contractors will continue to carry the largest obligations regarding compliance, Client’s also have obligations under CDM 2015.

Clause 30 – ‘the client is required to make suitable arrangements for managing the project so that health, safety and welfare is secured.’ and

Clause 31 (f) – ‘Arrangements should include setting out the means to ensure that the health and safety performance of designers and contractors is maintained throughout’.

An independent pre-use inspection programme is a tool which can be used by Clients and Designers to meet obligations applicable to the safe use of plant and machinery and should, if adopted, lead to significant improvements of compliance and therefore safety within these areas.

Clients can greatly help the industry to manage and maintain the machinery safety by instigating this or a similar approach on their projects. This will ultimately reduce safety accident and incidents, and in turn reduce harm, project delays, maintain client reputation and increase productivity by the use of good quality, fully compliant machinery.

Article

AGS Webinar Summary: Sample Disturbance – What is it?

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On 25th November 2021, the AGS held their most successful webinar to date on the subject of, Sample Disturbance – What is it? This free, virtual event was sponsored by SOCOTEC and saw over 1000 delegates register to attend from over 40 countries across the globe.

The event was spearheaded by Peter Reading with an aim to stimulate a discussion and start a process whereby the industry can start to decide on factors which might build a disturbance classification.

The webinar itself was chaired by Sally Hudson (AGS Chair and Regional Manager & Associate at Coffey Geotechnics Limited), and our three guest speakers included David Norbury, John Powell and Tom Lunne.

David Norbury (Director at David Norbury Ltd) discussed sampling methods and sample disturbance and checking up on the disturbance. John Powell sparked a debate on sample disturbance in stiff clay and finally, Tom Lunne (Expert adviser at Norwegian Geotechnical Institute) looked at sample disturbance in soft clay, causes and how it can be assessed. The event finished with a joint Q&A and discussion on samples.

This webinar also covered:
· The sampling process and methods which may provide a Class 1 sample
· What constitutes a Class 1 sample and how do we recognise sample disturbance
· Are there grades of disturbance what is acceptable
· Should there be a scale to enable technicians and laboratories to recognise and report the degree of disturbance

This virtual seminar and all speaker presentations are available for free view on the AGS website. Click HERE for full information.

Article Instrumentation & Monitoring

AGS webinar summary: Instrumentation and Monitoring: Critical Links in Ground Engineering

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On 28th October 2021, Jonathan Gammon (Non-Executive Director and Advisor at Geotechnical Observations Limited and AGS Instrumentation and Monitoring Working Group Leader) headlined a webinar for AGS Hong Kong on the topic, Critical Links in Ground Engineering. This virtual event was a summary of the popular webinar which took place in November 2020.

Over 350 delegates registered for this webinar which saw Jonathan describe the scope and types of instrumentation and monitoring (I&M) and identify the role of I&M as a critical link in Ground Engineering. He addressed the challenging issue of I&M data management and outlined the I&M situation in Australasia, based on a personal perspective on the challenges of I&M work in that region, which introduced a wider global dimension to the webinar.

Jonathan also tackled the subject of international standards for geotechnical monitoring, tracing their development and content to the present day. Standards currently in preparation, as well as those anticipated in the future, were also identified, as were Technical Committees that have been formed to address I&M. He also identified the UK’s strategy to develop training for installation and monitoring technicians which dovetails in with the development of Vocational Qualifications and compliance with the Standards.

If you missed this webinar, the replay is now live and available for free view on the AGS website. Please click HERE to view the webinar replay in its entirety.

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New AGS Members in 2021

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The AGS is pleased to announce that in 2021, nine member organisations, one affiliate organisation and three practitioner members were accepted by the Membership Panel and approved by the Executive. Six students and graduates were also accepted as AGS members. The new member organisations are Exploration and Testing Associates Ltd, GE Solutions Consulting Ltd, Orsted A/S, Sweco UK, Brownfield Solutions Ltd, Omnia Environmental Consulting, Eurofins Chemtest Ltd, London Bridge Associates and WDE Consulting Ltd. The new affiliate organisation is The CDS Group and the new practitioner members are Tim Rolfe, Janice Windle and Neil Chadwick.

AGS Membership is open to geotechnical and geoenvironmental companies who employ specialists who can provide competent services and affiliate companies who provide support services and supplies to the members. Students and Graduates can also become members of the AGS. Full details of membership criteria can be found at http://www.ags.org.uk/about/become-a-member/

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Sustainable Management Practices

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SuRF UK have recently published updated guidance on Sustainable Management Practices (SMP’s) which include 15 sustainable management practices posters.

The SMP’s are “relatively simple, common sense actions that can be implemented at any stage in a land contamination management project to improve its environmental, social and/or economic performance”. ‘SMPs can be used to improve the benefits (e.g. resource efficiency, community satisfaction) or reduce the negative impacts (e.g. spillages, complaints, cost) of a project, leading to project ‘sustainability gains’, without requiring a formal sustainability assessment’. The SMP document describes a simple process to encourage sustainable thinking, decision making and action across all land contamination management activities by using SMPs’. The process could also be applied to geotechnical projects.

The posters include topics such as ‘Set project milestones to ensure periodic review and optimisation of activities’, ‘minimise vehicle miles’ and ‘don’t allow plant and equipment to run for no purpose’.  These posters could be used in a variety of ways to encourage sustainable thinking, for example:

  • As a suitable ‘Sustainability Moment’ in a meeting;
  • As a slide in a presentation
  • At project commencement
  • As an aid in a site briefing

The document and posters can be accessed at the following link: https://www.claire.co.uk/projects-and-initiatives/surf-uk/21-executing-sustainable-remediation/84-sustainable-management-practices

News

AGS Magazine – October / November 2021

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The Association of Geotechnical and Geoenvironmental Specialists are pleased to announce the October / November 2021 issue of their publication; AGS Magazine. To view the magazine click here.

This free, publication focuses on geotechnics, engineering geology and geoenvironmental engineering as well as the work and achievements of the AGS.

There are a number of excellent articles in this issue including;

AGS Annual Conference Review – Page 4
New AGS Data Validator: Beta – Page 7
Climate Change and Land Contamination Risk Management – Page 12
What is a pragmatic and safe approach to assessing the feasibility and design of infiltration systems on a site? – Page 14
Training Paths for Ground Practitioners – Page 18

Plus much, much more!

Advertising opportunities are available within future issues of the publication. To view rates and opportunities please view our media pack by clicking HERE.

If you have a news story, article, case study or event which you’d like to tell our editorial team about please email ags@ags.org.uk. Articles should act as opinion pieces and not directly advertise a company. Please note that the publication of editorial and advertising content is subject to the discretion of the editorial board.

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Q&A with Sarah Hey

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Full Name: Sarah Hey

Job Title: Project Manager (Programme Delivery)

Company: Hydrock

I have 8 years’ experience in ground engineering, specialising in site investigations and contaminated land. I was based in the Midlands for 5 of those years as a geo-environmental consultant before moving to Manchester in 2018 as a senior geo-environmental consultant. During this time, I gained my chartered geologist and scientist status with The Geological Society. As of January 2021, I side stepped into a project manager role within Hydrock’s programme delivery team. I now manage multi-disciplinary projects and have since gained the APM project fundamentals qualification in project management.

What is your background and how did you end up working within the geotechnical industry?

I graduated from the University of Leicester in 2013 with a master’s degree in geology before embarking on my journey as a geo-environmental consultant. Prior to graduation I never considered working within the construction industry as I didn’t really know much about it. However, a friend on my degree course recommended me for an internship with a firm in Burton-upon-Trent, which I started immediately after graduating. During the early stages of my internship, I primarily carried out gas and groundwater monitoring and gradually progressed to a role as a geologist undertaking ground investigations and report writing.

What does a typical day entail?

Being a Project Manager, my job varies greatly day to day and no two days are the same. I manage multiple projects simultaneously, which are all at various stages within the project life cycle, although a lot of my current projects are at the outline/detailed planning application stage. I help coordinate and facilitate our technical teams and will often be attending virtual meetings to discuss progress on a project or to run through the project requirements. I also frequently write and collate fee proposals when tendering for opportunities, as well as coordinating any due diligence work to aid our clients with the purchasing of land for a development.

My role also involves a lot of business development, as I am the main point of contact for our clients, it is important that I build a relationship with existing and new clients either through virtual or face to face meetings, which often involve catching up over a drink or heading out for something to eat.

Within your career to date, what is your greatest achievement?

There have been quite a few, I was over the moon when I got my chartered geologist status but I would say winning the Best Young Brownfield Professional in 2020 has been my greatest achievement to date.

What is your favourite part of your job?

The socialisation and networking both internally and externally. Especially with virtual meetings through the likes of Microsoft Teams, I would say team members are more accessible. Even though I am based at the Manchester office I work on projects across the UK and as a result I engage with the various disciplines and Hydrock offices so it is great getting to know my colleagues. I am also developing and growing my client relationships, which is a new experience for me.

What are the most challenging aspects of your role?

It’s probably not surprising that I’d say, dealing with problems that I have never dealt with before is the most challenging aspect of my job. However, I enjoy problem solving, where you are faced with an issue which makes you sit back and think about it for a while before deciding on the best course of action. However, as I am relatively new to project management, it does mean I am facing new challenges which I have never encountered before. I am also the point of contact between the client and the Hydrock teams so it’s my job to have those difficult conversations when they come up!

If you could do it all over again, would you choose the same career path for yourself? And if not, what would you change?

I would definitely choose the same career path as I love the variety this role provides; I have worked in some amazing places within the UK and have made some friends for life. It’s a small world within this industry so you’re regularly crossing paths with former colleagues and acquaintances. The only thing I would change differently, if I was to do it again, would be to explore international work in the early stages of my career. I have always been intrigued as to what it’s like working abroad both from a fieldwork perspective, especially to examine the geology in other countries, but also working on international projects where the standards are different.

What AGS Working Group(s) are you a member of and what are your current focuses?

I am part of the Business Practice Working Group and the first early career committee member, which I was fortunate to be asked to join after winning the Best Young Brownfield Professional award that was kindly sponsored by the AGS. Our current focuses are to really promote AGS by enhancing our methods of marketing to attract the wider population, so watch this space for some exciting content.

Why do you feel the AGS is important to the industry?

One of the best attributes of the AGS is the user-friendly guidance’s that are readily available online as part of being an AGS member. For early careers in particular I think these are a great starting point to ensure an understanding of the different elements such as how safely and correctly to conduct a ground investigation from the excavation of a trial pit to sampling of soils for geotechnical testing.

Lastly any advice or words of wisdom that would you give someone who is either considering this type of job or who are progressing towards chartership?

The advice I always give to anyone starting in this industry is to log your CPD from the word go. This is pivotal if you are applying for chartership with an organisation such as The Geological Society. It’s much harder to backtrack what you’ve learnt and remember that practically everything counts as CPD when you first start out. The Geological Society have an excellent mind map which demonstrates all the activities that count as CPD and I think this is a good starting point.

Article Geotechnical

Geotechnical Engineering in a Net Zero Carbon World Webinar Summary

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The AGS webinar on Geotechnical Engineering in a Net Zero Carbon World took place on 6th October. The event was sponsored by Geotechnical & Environmental Associates and WSP.

This webinar saw Dr John Henry Looney (Director, Visiting Fellow and Hon Professor at Sustainable Direction Ltd, University of Bristol and the University of Nottingham), Natalia Fernandez (Associate Director at Ramboll) and Tony Suckling (Director at A-squared Studio Engineers Ltd and A2 Site Investigation Ltd) investigate what targets we need to set, which construction methods and materials provide major sources of embedded carbon, and explore how we can all contribute to a more sustainable approach to investigation, design and construction.

The event also covered why carbon reduction is important, how to reduce emissions by measuring the carbon footprint and how the GI has helped or prevented a more sustainable solution being used.

If you missed this webinar, the replay is now live and available for view on the AGS website for free. Click HERE to view the replay and download the speaker presentations and file handouts.

Article

AGS Annual Conference 2021 – an overview

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This year’s AGS Annual Conference, returned to the National Motorcycle Museum in Birmingham. The Annual Conference was the first AGS face-to-face event since January 2020. The day was a great success and well attended by 132 delegates.

The presentations covered a range of geotechnical and geoenvironmental topics which were well received. The conference was chaired by AGS Chair, Sally Hudson.

The keynote speaker, Luke Swain of Network Rail presented on the importance of Geo Engineers in the response to the symptoms of a changing climate, including looking at climate change and why Geo Specialists are so critical to the response.

Julian Lovell of Equipe Group provided an update on the Third Edition of The UK Specification for Ground Investigation (Yellow Book) and the major changes involved within the third edition. The third edition is due to be published within the first quarter of 2022. Helen Townend of Amey Consulting gave a presentation on building inclusion, showing how it can appeal to the next generation and the benefits experienced of operating in an inclusive way. Duncan Scott of Vertase FLI provided a presentation on landfill reclamation, looking at landfills in the UK and how old landfills can be reclaimed. Ian Webber of Coffey Geotechnics discussed misuse of monitoring and testing. Ian used case histories to provide details on lessons learnt.

The final talk of the day was provided by Clare Brint of Network Rail, who presented on Earthworks Asset Management at Network Rail (Eastern Region). Clare provided details of how the team operate to fully understand the risks from different hazards and how they mitigate the risks by predicting, preventing and responding.

All the AGS Working Group Leaders delivered updates on what they have been working on over the past year.

Special thanks to this year’s speakers; Sally Hudson (AGS Chair and Coffey Geotechnics), Luke Swain (Principal Route Engineer (Geotech), Network Rail), Julian Lovell (Managing Director, Equipe Group), Helen Townend (Technical Director, Amey Consulting), Duncan Scott (Technical Director, Vertase FLI Ltd), Ian Webber (Manging Director, Coffey Geotechnics Limited) and Clare Brint (Route Engineer, Eastern Region, Network Rail).

Special thanks also to this year’s sponsors and exhibitors.

The speaker presentations can be viewed on the AGS website HERE.

Article Geotechnical

What is a pragmatic and safe approach to assessing the feasibility and design of infiltration systems on a site? When is it appropriate to undertake BRE365 tests, and how can we do so safely?

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Image credit: James Harrison – 4D GEO LTD

Article by Georgina Donbroski (Technical Director at Leap Environmental Ltd), James Harrison (Director at 4D Geo Limited) and Alex Dent (Associate Director at WSP)

Firstly, with respect to Health and Safety matters, it should be noted that CDM Regulations place duties on both the designer (of the ground investigation, including scheduling soakaway tests) and the contractor who will be implementing the tests. Based on CDM requirements, the following considers the ERIC principle, of Eliminate, Reduce, Improve and Control.

As with any site investigation process, a phased approach makes the most sense.  A good desk study should be able to ascertain the feasibility for infiltration systems to work on site and hence the potential requirement for BRE365 testing.  Consideration must be given not only to the potential infiltration rates achievable, but also the potential for contaminated land and/or groundwater, flood risk, winter (maximum) groundwater levels, designation of the groundwater resource, potential for ground instability etc, any of which may have a significant impact on the feasibility of the use of infiltration based drainage systems.

CIRIA C753 SUDs manual outlines how the above should be considered at the conceptual design stage, and encourages a preliminary assessment using desk based sources.  Assuming no other constraints exist, C753 also gives some preliminary infiltration ratings (good/poor/very poor/other)  based on soil type and notes that where infiltration rates of 10-6m/s of higher are anticipated (clays, clayey ‘loams’, structureless chalks), then an infiltration scheme may not be viable.

Thus we can eliminate (ERIC) unnecessary  testing  at an early design stage. The elimination of unnecessary  testing is clearly desirable, not only in terms of cost savings for the client but also from a Health and Safety point of view, especially when one considers the specific health and safety issues associated with soakaway testing (deep excavation and water).

Assuming the desk study indicates an infiltration based drainage system may be feasible, then is the phase 2 investigation a good time to undertake BRE365 testing?  Possibly not.  Do you know the maximum groundwater level, the detailed scheme layout, final ground levels, proposed location of SUDs?   If not, then perhaps it is still too soon to undertake large scale testing.  C753 states that “groundwater levels should be investigated to ensure the base of the proposed infiltration component is at least 1m above the maximum anticipated groundwater level (taking in to account any seasonal variations in levels and any underlying trends)”, and a greater unsaturated zone may be required by the Environment Agency if your site is located  within a groundwater source protection zone.

It is also critical for detailed design that the BRE365 test undertaken accurately replicates the zone of infiltration proposed for the final design.  An infiltration rate obtained from 2m head of water in a 3m deep trial pit will not provide an appropriate infiltration rate for permeable paving.  Similarly, a 1m shallow soakage test will not provide a suitable infiltration rate for permeable paving design if ground levels are to be significantly reduced.  And finally, particularly for sites where the infiltration potential is borderline and interbedded soil types are predominant, then testing at your proposed infiltration component location will be critical to obtain representative parameters for design.

So what can we do at the Phase 2 stage?  Unless you can prove groundwater at depth, then groundwater monitoring is key, and where groundwater is potentially high, more and more local authorities are insisting on winter monitoring.  We are also at an ideal stage to classify our soils using relatively cheap laboratory classification testing (PIs and PSDs), which will enable us as designers to more accurately estimate potential infiltration rates.  Preliminary testing may also be undertaken in boreholes, but the results should be used with caution, noting the smaller volume of water used, the potential for smearing of the borehole sides, depth tested and the need to still test 3 times.  BRE365 tests can be undertaken at this stage, but the client should be made aware that unless the testing is at the correct depth and location, additional BRE365 test should be required at the detailed design stage.

Having established the site is suitable and the type and specification of your infiltration system, then BRE DG365 sets out the method for obtaining the design soil infiltration rate.  Testing is usually within trial pits, which should be undertaken in accordance with the AGS Guidance on the safe excavation of trial pits.  BRE365 notes the pit should be to the same depth as the proposed soakaway, and 1-3m long and 0.3-1m wide, vertical trimmed sides, square and if necessary, for stability, filled with granular material.  Noting that only pits within clay soils or rock may be stable (even this is not a given), and that clay soils should have been deemed unsuitable during the desk study phase, then arguably most pits will need to have a granular backfill to adhere to the BRE DG365 methodology.

Providing a granular backfill also acts to reduce risk (ERIC)  by: significantly reducing the likelihood of trial pit collapse to the short period it remains open; removing the presence of open water filled pits; and enabling greater ease of measurement of water levels via the slotted pipe installed for monitoring.  It also enables testing to continue safely beyond a single day, removing the potential for open pits on site.

Granular backfill may be delivered to site in large bulk bags of pea shingle, enabling the excavator to easily move these to test locations. The monitoring pipe is placed within the trial pit (end covered with a bulk bag to prevent infilling), and the base of the shingle bag split to pour the gravel directly into the pit.  Above proposed invert level, the pit may be backfilled with arisings and the topsoil and turf re-laid if further testing may be required.  If trial pits are deemed stable when water is added, for example in competent chalk, then the trial pit should be covered to minimise/improve (ERIC) the risk of working next to open water, typically with a Heras fencing panel, prior to testing.  Open pits should secure, not be left unattended for any period of time and must be backfilled immediately once testing is complete.  Testing must only be undertaken by suitably trained and qualified staff, controlled (ERIC) under the Safe Systems of Work  defined in the RAMs.

Like any geotechnical design, parameters obtained from testing must first be used accordingly.  The infiltration rate is an empirical measurement which should be calculated as defined in BRE DG365 (with due regard to the use of gravel).  If it is not possible to carry out a test to the full depth of the pit, the guidance is clear that the results may be calculated based on the time for the fall of water from 75%-25% full of the actual maximum water depth achieved, with a similar correction for internal surface area.  Results should not be extrapolated to empty.  Secondly, the results must not be viewed in isolation, and must be given due consideration with respect to all the other factors known on site.  For example, an infiltration rate c10-4m/s obtained on a site known to be underlain by silty clayey sand or ‘loam’ is indicative of some other factor influencing the local infiltration rate.  Either the ground model is wrong, or some other factor, such as a void, made ground, service trench etc are influencing the result.  Geotechnical design requires experience and training,  and the selection of design parameters is critical to providing a sustainable design, including for SUDs.

So in summary,

  • Just like any aspect of geotechnical design, a phased approach to investigation (comprising desk study, preliminary investigation and detailed investigation) should be standard practice.
  • Just like any other aspect of geotechnical investigation due consideration should be given to Health and Safety issues by all parties.
  • If a GI contractor is proposing to undertake soakaway testing without use of gravel backfill (or if this is unclear) this should be queried with them at tender stage.

When client (or their advisors) are requesting soakway testing, it should be queried as to whether suitable desk study research has been undertaken.  Where this is being driven by a third party and being requested counter to the findings of desk study, for example to prove a negative to a LLFA or local drainage board, they should be reminded of the Health and Safety risks that they are introducing by demanding a test that puts personnel (and perhaps the public) at risk for very little or no technical benefit. Perhaps in this situation, if boreholes are being formed anyway for foundation design purposes, consideration could be given to testing based on BS EN ISO 22282-2:2012 Section 6.1.4 (which is also referred to in the SuDS Manual).

All good construction practice comes from experience and learning from others, including mistakes and near misses.  The authors would be pleased to hear members experience on BRE 365 soakage testing.  Have you had any near misses?  Do you use any alternative methods for assessing infiltration?  Have you had occasion to test infiltration systems and compare with original design parameters?

References

CIRIA Report C753 ‘The SuDS Manual’, CIRIA 2015

BRE DG365 ‘Soakaway Desgin’, BRE, 2016

BS EN ISO 22282-2:2012 ‘Geotechnical Invetigation and Testing – Geohydraulic testing. Part 2: Water Permeability testing in a borehole using open systems’, BSi, 2012

Article Sustainability

Climate Change and Land Contamination Risk Management: A multi-disciplinary crisis management challenge

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Tags: Featured

Article provided by Paul Nathanail (GHD), Claire Dickinson (Geo Environmental Matters) and Dr. Tom Henman (RSK Geosciences)

Climate change is causing extreme weather events – more intense precipitation, flooding events, prolonged droughts, extremes of temperature, prolonged periods of high or low temperature, more intense storm events leading to frequent and stronger winds and steeper drops in atmospheric pressure. In their pioneering presentation at the 10th Congress of the International Association for Engineering Geology and the Environment, held in Nottingham, Judith Nathanail and Vanessa Banks (2009) highlighted the effect of climate change on land contamination, among other aspects of engineering geology. These changes will influence the way we manage land contamination and carry out site investigations, risk assessments and design, undertake and verify remediation.

As well as influencing slope stability and rates of soil erosion, these events will affect the ground and hence the risks posed by chemical contaminants in the soil, water, non-aqueous and gaseous phases. The strength, deformability, permeability and durability of ground will change. Prolonged droughts will deepen and widen desiccation cracks in high plasticity soils. More intense precipitation will saturate and weaken ever deeper soils. There will also be effects on the water table. Higher temperatures will increase rates of chemical absorption rates, weathering and biological activity.

Extreme weather events will alter the behaviour of contaminants. Increased volatilisation will result from the higher vapour pressure of volatile organic compounds (VOC) resulting from higher temperatures. Most ground gas related incidents relate to very large falls in atmospheric pressure so their occurrence may increase unless adequately mitigated

Higher temperatures and more precipitation resulting in faster weathering could capture inorganic carbon in carbonate minerals. Increased dissolution could release nutrients stimulating microbial activity such as hydrocarbon degradation.  Heavy metal mobility can increase by acidification as more carbon dioxide dissolves in rainwater.

Remediation works will be disrupted by sudden downpours. Wet, slippery conditions increase wear and tear on tyres and make working conditions more dangerous. Worker and public safety will be threatened by stronger winds picking up hoardings or loose materials and equipment.

Risk assessments, remediation design and choice of construction materials must be resilient to modelled climate scenarios, such as extreme summer and winter temperatures and increased precipitation intensity. The probabilistic UK Climate Projections (UKCP18) are based on a limited number of future greenhouse gas (GHG) emission scenarios. Land contamination professionals will need to ensure that an appropriate range of future GHG emission scenarios have been taken into account.

In the UK, a professional is usually identified by being a chartered member of their relevant body. A chartered practitioner has demonstrated a high level of knowledge, skills and experience, and is bound by a strict code of professional conduct.

A SiLC is a senior professional with the broad awareness, knowledge and understanding of land condition to provide impartial advice in the SiLC’s field of expertise. The SiLC Register lists  professionals from the range of professions relevant to land condition matters. SiLC is also the approving body for SQPs able to sign declarations of document adequacy under the National Quality Mark Scheme (NQMS). The Register is managed by the Professional and Technical Panel (PTP) of representatives from relevant professional bodies.

There is always uncertainty within site assessments and considering potential climate change impacts should be as site-specific as possible and based on available regional or local climate projections. The NQMS mandates consideration of uncertainties and the implications for both the site assessment and decisions taken on next steps.

For climate change to be effectively accommodated in land contamination risk management, each profession needs to ensure its insight into the effects of extreme weather effects are considered at each stage of a project. SiLCs are well placed to contribute to such multi-disciplinary assessments and advise on the wider implications for the project.

The authors are members of the SiLC Professional and Technical Panel.  For more information on SILC please visit www.silc.org.uk 

You can also contact Paul via email: paul.nathanail@ghd.com

REFERENCE

Nathanail, J. & Banks, V. 2009 Climate change: implications for engineering geology practice. In: Culshaw, Martin; Reeves, Helen; Jefferson, I; Spink, T.W., (eds.) Engineering geology for tomorrow’s cities. Geological Society of London Engineering Geology Special Publication, pp 65-82, 17pp. Available at: http://nora.nerc.ac.uk/id/eprint/9308/