Skip to main content

Celebrating Reinforced Soil Structures

A Historic Review from the Mid-60’s Original Concept to Today’s Design and GOOD Construction Practice Using Site-Won and Other Non-‘Standard’ Reinforced Soil Fills

  • Conference paper
  • First Online:
Innovative Infrastructure Solutions using Geosynthetics (GeoMEast 2019)

Part of the book series: Sustainable Civil Infrastructures ((SUCI))

  • 296 Accesses

Abstract

The first use of High Density Polyethylene (HDPE) polymeric geogrid reinforcement in civil engineering was to reinforce and construct a 2.5 m high temporary reinforced soil wall at Newmarket/Silkstone colliery in West Yorkshire, UK in 1980, just 2 years after the first polymeric geogrid was invented by Dr Mercer in 1978 in Blackburn, UK. HDPE geogrid Reinforced Soil Retaining Wall (RSRW) Systems have since been widely used around the world forming various geometries, reaching unprecedented retaining heights in excess of 60 m and serving various functions from supporting open air golf courses to airport runways.

This keynote will give a historic insight on how HDPE geogrid RSRW Systems have evolved in the past 40 years through presenting 10 different case studies, showcasing different types of non-standard reinforced fills including both site-won and purpose-made reinforced fill, the challenges they presented and the lessons learned. By describing the use of variable, non-standard reinforced fills ranging from site-won cohesive fill, to site-won chalk, to site-won mine stone waste, to locally sourced waste pulverized fuel ash, to landfill waste site-won fill, and others, it will showcase the selection criteria and applicability of these various fills depending on the performance requirements of the end structure. It will also highlight critical issues that need to be taken into consideration when using non-standard reinforced soil fills, both at design stage and during construction, such as bespoke site testing as well as contingency and remediation plans to cater for inclined weather or for when site testing does not meet the required performance.

The ultimate purpose of this Keynote is to, as the title suggests, celebrate polymeric geogrid reinforced structures and manifest how they have become established as reliable alternatives to conventional reinforced concrete structures. In many situations, the discovery of polymeric geogrids has opened up possibilities for the construction of extraordinary retaining structures that would not otherwise be feasible or would be extortionately expensive, like the 60 m high polymeric reinforced soil walls featured as alternatives to conventional concrete viaducts in Fujairah, UAE, thus allowing rapid construction and providing earth retaining solutions resulting in attractive, stable, cost effective and maintenance free structures for their 120 years design life.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Bagir, T.: Iraq Journal, British Museum (1944)

    Google Scholar 

  • Bassett, N.: Prefabrication Roman style, New Civil Engineer, August 1981

    Google Scholar 

  • Berg, R.R.: Guidelines for Design, Specification, and Contracting of Geosynthetic Mechanically Stabilized Earth Slopes on Firm Foundations, FHWA-SA-93-025 (1993)

    Google Scholar 

  • BS 8006:1995 Code of Practice for Strengthened/reinforced soils and fills, BSi London (1995)

    Google Scholar 

  • Coyne, M.A.: French Patent Specification No. 656, 692 (1929)

    Google Scholar 

  • Department of Transport, Reinforced Earth Retaining Walls and Bridge Abutments for Embankments, Tech Memo BE 3/78 (1978)

    Google Scholar 

  • Doulala-Rigby, C., Black, M.: The design and construction of a bridge approach embankment utilising mechanically stabilised earth walls with geogrid reinforced pulverised fuel ash fill. In: Proceedings of 3rd Pan-American Conference on Geosynthetics, Miami, USA (2015)

    Google Scholar 

  • Doulala-Rigby, C., Dixon, J.: Use of site won chalk for the construction of steep geogrid reinforced soil embankments in the South of England, UK. In: Proceedings of 15th European Conference on Soil Mechanics and Geotechnical Engineering, Athens, Greece, September 2011

    Google Scholar 

  • Doulala-Rigby, C., Karri, S., Branford, R.: The use of polymeric geogrids with light weight aggregate fill. In: Proceedings of 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, South Korea (2017)

    Google Scholar 

  • Doulala-Rigby, C., Stone, A.: Landfill slip failure repair with geogrids using waste fill material at Danylan, Wales, UK. In: Proceedings of 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong Kong, China, May 2011

    Google Scholar 

  • Doulala-Rigby, C., Stone, A.: Landfill slip failure repair with geogrids using waste fill material at Danylan, Wales, UK. In: Proceedings of 2nd World Landslide Forum, Rome, Italy, October 2011

    Google Scholar 

  • Doulala-Rigby, C., Wills, P.: Reinforced soil retaining wall systems reach new heights in the middle east. In: Presented and Published in the 15th African Regional Conference on Soil Mechanics and Geotechnical Engineering - Maputo, Africa, July 2011

    Google Scholar 

  • Ford, H.: Frank Brian Mercer O.B.E., Biographical Memoirs of Fellows of the Royal Society, vol. 46 (2000)

    Google Scholar 

  • Forsyth, R.A.: Alternative earth reinforcements. In: ASCE Symposium, Earth Reinforcement, Pittsburgh (1978)

    Google Scholar 

  • Guerra-Escobar, P., Bernardini, P.: Construction of a reinforced soil wall for a working platform for 1000t crane and TBM on Elan Valley Aqueduct, Ground Engineering Magazine, UK (2018)

    Google Scholar 

  • Institution of Civil Engineers, Proceedings of Conference on Polymer Grid Reinforcement, Thomas Telford, London, UK (1984)

    Google Scholar 

  • Institution of Civil Engineers, Proceedings of Jubilee Symposium on Polymeric Geogrid Reinforcement’a, Thomas Telford, London, UK (2008)

    Google Scholar 

  • Institution of Civil Engineers, Shaping the World: Two Hundred Years of the Institution of Civil Engineers, Tensar Geogrids, ICE200 (2018)

    Google Scholar 

  • Jones, C.J.F.P.: Earth Reinforcement and Soil Structures. Butterworths Advanced Series in Geotechnical Engineering, London (1985)

    Google Scholar 

  • Jones, C.J.F.P., Doulala-Rigby, C.: The first polymeric geogrid reinforced soils structure. In: Published in the 10th International Conference on Geosynthetics, Berlin, Germany (2014)

    Google Scholar 

  • Jones, C.J.F.P.: Personal Communication (2019)

    Google Scholar 

  • Koerner, R.M.: Designing With Geosynthetics, 5th edn. Pearson Prentice Hall, Upper Saddle River (2005)

    Google Scholar 

  • Lallemand, M.F.: French Patent Specification No. 1173383 (1959)

    Google Scholar 

  • Munster, A.: United States Patent Specification No 1762343 (1930)

    Google Scholar 

  • Ooi, T.A., Ting, W.H.: Report on some major geotechnical disasters in Malaysia. In: Proceedings of International Conference Geotechnical Engineering for Disaster Mitigation and Rehabilitation. World Scientific Publishing Company, Singapore (2005)

    Google Scholar 

  • Pasley, C.W.: Experiments on Revetments, vol. 2. Murray, London (1822)

    Google Scholar 

  • Schlosser, F.: Experience on reinforced earth in France. In: Symposium Reinforced Earth and Other Composite Soil Techniques, Herriot-Watt University (1978)

    Google Scholar 

  • Tensar International Limited, various literature and archived information

    Google Scholar 

  • UK Corps of Royal Engineers anonymous (CLASSIFIED) photographic records

    Google Scholar 

  • Vidal, H.: ‘La terre armee’, Annls L’Inst. Tech. de Batiment et des Travaux Publics, Serie Materiaux 30, Supplement no. 223-4, July–August 1996

    Google Scholar 

  • Westergaard, H.M.: A Problem of Elasticity Suggested by a Problem in Soil Mechanics: Soft Material Reinforced by Numerous Strong Horizontal Sheets. The Macmillan Company, New York (1938)

    Google Scholar 

  • Woods, D.: Personal Communication (2018)

    Google Scholar 

Download references

Acknowledgements

The author wishes to thank Tensar International Limited for allowing her access to the use of the company’s archives and the permission to using some previously un-seen photos. Special gratitude is expressed to Emeritus Prof. Colin Jones for all his input, peer review and advice towards this paper. The author also wishes to thank Patricia Guerra-Escobar of Geosynthetics Limited and David Woods for providing some of the case studies’ information featured in this paper. Lastly, but equally gratefully, the author wishes to thank the UK Corps of Royal Engineers for their generous assistance in enabling her obtaining permission and escorting her while visiting some of the oldest historic HDPE polymer geogrid reinforced soil blast bunds located within various Army Barracks, that can only be featured anonymously in this paper’s oral presentation.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Chaido Doulala-Rigby .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Doulala-Rigby, C. (2020). Celebrating Reinforced Soil Structures. In: Tatsouka, F., Guler, E., Shehata, H., Giroud, J. (eds) Innovative Infrastructure Solutions using Geosynthetics. GeoMEast 2019. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-030-34242-5_11

Download citation

Publish with us

Policies and ethics