Pseudo-static Analysis of Reinforced Soil Wall Based on Pasternak Model

Author:

Patra ShantanuORCID,Shahu J. T.

Funder

Science and Engineering Research Board

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. Tatsuoka F, Tateyama M, Uchimura T, Koseki J (1997) Geosynthetic-reinforced soil retaining walls as important permanent structures, the 1996-1997 Mercer Lecture. Geosynth Int 4(2):81–136

2. White DM, Holtz RD (1997) Performance of geosynthetic-reinforced slopes and walls during the Northridge, California Earthquake of January 17, 1994. Earth Reinforcement Balkema 2:965–972

3. Reddy GN, Choudhury D, Madhav MR, Reddy ES (2009) Pseudo-dynamic analysis of reinforced soil wall subjected to oblique displacement. Geosynth Int 16(2):61–70

4. Reddy GN, Madhav MR, Reddy ES (2008) Pseudo-static seismic analysis of reinforced soil wall—effect of oblique displacement. Geotext Geomembr 26(5):393–403

5. Basha BM, Basudhar PK (2005) Pseudo-static seismic stability analysis of geosynthetic reinforced soil retaining walls. Indian Geotech J 35(3):323–348

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