External seismic stability of vertical geosynthetic-reinforced soil walls using pseudo-static method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s11440-013-0241-8.pdf
Reference28 articles.
1. Basha BM, Babu GLS (2009) Seismic reliability assessment of external stability of reinforced soil walls using pseudo-dynamic method. Geosynth Int 16(3):197–215. doi: 10.1680/gein.2009.16.3.197
2. Basha BM, Babu GLS (2010) Optimum design for external seismic stability of geosynthetic reinforced soil walls: reliability based approach. J Geotech Geoenviron Eng 136(6):797–812. doi: 10.1061/(ASCE)GT.1943-5606.0000289
3. Basha BM, Babu GLS (2010) Load resistance factor design using target reliability approach for external seismic stability of reinforced soil walls. In: Proceedings of the GeoFrontiers 2010 conference, pp 2113–2122
4. Basha BM, Basudhar PK (2010) Pseudo static seismic stability analysis of reinforced soil structures. Geotech Geol Eng 28(6):745–762. doi: 10.1007/s10706-010-9336-2
5. Bathurst RJ, Hatami K, Alfaro MC (2002) Geosynthetic-reinforced soil walls and slopes: seismic aspects. In: Shukla SK (ed) Geosynthetics and their application. Thomas Telford Ltd., London, pp 327–392
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