Rigid Block Distinct-Element Modeling of Dry-Stone Retaining Walls in Plane Strain-Reference-Cited by-同舟云学术

Rigid Block Distinct-Element Modeling of Dry-Stone Retaining Walls in Plane Strain

Published:2005-03 Issue:3 Volume:131 Page:381-389
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Claxton Mary¹²³⁴,Hart Robert A.¹²³⁴,McCombie Paul F.¹²³⁴,Walker Peter J.¹²³⁴

Affiliation:

1. Graduate Engineer, The Morton Partnership Ltd., The Old Cavalier, 89 Dunbridge St., Bethnel Green, London, E2 6JJ, U.K.

2. PhD Student, School of Chemical, Environmental, and Mining Engineering, Univ. of Nottingham, University Park, Nottingham, NG7 2RD, U.K.

3. Dept. of Architecture and Civil Engineering, Univ. of Bath, Bath, BA2 7AY, U.K.

4. Dept. of Architecture and Civil Engineering, Univ. of Bath, Bath BA2 7AY, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A3%28381%29

Reference17 articles.

1. Retaining wall for hill roads;Arya A. S.;Indian Road Congress J.,1983

2. British Standards Institution (BSI) (1994). “Code of practice for earth retaining structures.” BS 8002 British Standards Institution London.

3. Revetments or retaining walls;Burgoyne J.;Corps of Royal Eng.,1853

4. Caquot A. and Kérisel J. (1948). “Tables for calculation of passive pressure active pressure and bearing capacity of foundations.” Gaithier-Villars Paris.

5. Deflections and failure modes in dry-stone retaining walls;Cooper M. R.;Ground Eng.,1986

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