A New Finite Element for Back Analysis of a Geogrid Reinforced Soil Retaining Wall Failure-Reference-Cited by-同舟云学术

A New Finite Element for Back Analysis of a Geogrid Reinforced Soil Retaining Wall Failure

Published:2017-02-17 Issue:4 Volume:16 Page:435-441
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Barani Omid Reza,Bahrami Majid,Sadrnejad Seyed Amirodin

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40999-017-0150-6/fulltext.html

Reference24 articles.

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2. Santos ECG, Palmeira EM, Bathurst RJ (2013) Behaviour of a geogrid reinforced wall built with recycled construction and demolition waste backfill on a collapsible foundation. Geotext Geomembr 39:9–19

3. Karpurapu RG, Bathurst RJ (1995) Behaviour of geosynthetic reinforced soil retaining walls using the finite element method. Comput Geotech 17:279–299

4. Tafreshi SN, Nouri TA (2014) A simplified pseudo-static seismic analysis of reinforced soil walls with uniform surcharge. Int J Civil Eng 12(2):97–109

5. Ling HI, Tatsuoka F, Tateyama M (1995) Simulating performance of GRS-SW by finite element procedure. J Geotech Eng ASCE 121:330–340

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