Experimental study on seismic response of geogrid reinforced rigid retaining walls with saturated backfill sand

Author:

Wang Liyan,Chen Guoxing,Chen Su

Funder

National Natural Science Foundation of China

National Science Foundation

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference34 articles.

1. Centrifuge modeling test of a geotextile-reinforced wall with a very wet clayey backfill;Chen;Geotext. Geomembr.,2007

2. Development of laminar shear soil container for shaking table tests;Chen;Chin. J. Geotechni. Eng.,2010

3. Large scale shaking table test study of the dynamic damage behavior of subway station structures in liquefiable foundation under near fault and far field ground motions;Chen;China Civ. Eng. J.,2010

4. Experimental design, instrumentation and interpretation of reinforced soil wall response using a shaking table;El-Emam;Int. J. Phys. Model. Geotec.,2004

5. Facing contribution to seismic response of reduced-scale reinforced soil walls;El-Emam;Geosynth. Int.,2005

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