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Design of Mechanically Stabilized Walls (MSWs)

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Encyclopedia of Earthquake Engineering
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Synonyms

Dynamic finite difference method; Dynamic finite element method; Earthquakes; Geosynthetics; Metallic reinforcement; Pseudo-static; Reinforced soil; Retaining walls; Seismic design; Sliding block

Introduction

Mechanically stabilized walls (MSWs) are a class of earth retaining walls that use horizontal layers of metallic or geosynthetic reinforcement placed within the wall backfill to create a composite mass of soil, reinforcement layers, and facing. This mass (or block) acts as a gravity structure to resist the destabilizing earth forces that act at the back of the reinforced soil zone. Details of some MSW types are illustrated in Fig. 1. The function of the gravity structure (reinforced zone including the facing) can be imagined equivalent to conventional gravity retaining wall structures including reinforced concrete T-sections. The advantage of MSWs over conventional gravity wall structures, based on North American experience, is that they can be constructed for as little...

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References

  • AASHTO (2012) AASHTO LRFD bridge design specifications, 6th edn. American Association of State Highway and Transportation Officials, Washington, DC

    Google Scholar 

  • BSI (2010) Code of practice for strengthened/reinforced soil and other fills (BS8006). British Standards Institution, Milton Keynes

    Google Scholar 

  • FHWA, Berg RR, Christopher BR, Samtani NC (2009) Design of mechanically stabilized earth walls and reinforced soil slopes. vol 1. FHWA GEC 011-VolI. National Highway Institute – Federal Highway Administration, U.S. Department of Transportation, Washington, DC

    Google Scholar 

  • JGS (2011) Lessons and recommendations from the 2011 Great East Japan earthquake. In: 2011 committee for Geo-hazards during earthquakes and mitigation measures. The Japanese Geotechnical Society, Tokyo, 91 p

    Google Scholar 

  • Koseki J, Bathurst RJ, GĂĽler E, Kuwano J, Maugeri M (2006) Seismic stability of reinforced soil walls, Invited keynote paper. In: Proceeding of the 8th international conference on geosynthetics, Yokohama, Japan, 18–22 Sept 2006, 30 p

    Google Scholar 

  • Mikola RG, Sitar N (2013) Seismic earth pressures on retaining structures in cohesionless soils. Report No, UCB GR 13-01. Department of Civil and Environmental Engineering, University of California, Berkeley

    Google Scholar 

  • Yen W-HP, Chen G, Buckle I, Allen T, Alzamora D, Ger J, Arias JG (2011) Postearthquake reconnaissance report on transportation infrastructure impact of the February 27, 2010, Offshore Maule Earthquake in Chile. Publication No. FHWA-HRT-11-030. Office of Infrastructure Research and Development, Federal Highway Administration, McLean, VA

    Google Scholar 

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Correspondence to Richard J. Bathurst .

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Bathurst, R.J. (2014). Design of Mechanically Stabilized Walls (MSWs). In: Beer, M., Kougioumtzoglou, I., Patelli, E., Au, IK. (eds) Encyclopedia of Earthquake Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-36197-5_113-1

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  • DOI: https://doi.org/10.1007/978-3-642-36197-5_113-1

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  • Online ISBN: 978-3-642-36197-5

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