Effect of lattice-shaped ground improvement geometry on seismic response of liquefiable soil deposits via 3-D seismic effective stress analysis

Author:

Bradley Brendon A.,Araki Kazuhiro,Ishii Takeshi,Saitoh Kunio

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference31 articles.

1. Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake;Japanese Geotechnical Society;Soils and Foundations,1998

2. Geotechnical reconnaissance of the 2010 Darfield (Canterbury) earthquake;Cubrinovski;Bulletin of the New Zealand Society for Earthquake Engineering,2010

3. Dynamics of Liquefaction during the 1987 Superstition Hills, California;Holzer;Earthquake Science,1989

4. Seed RB, Dickenson SE, Reimer MF, Bray JD, Sitar N, Mitchell JK, et al. Preliminary report on the principal geotechnical aspects of the October 17, 1989, Loma Prieta earthquake, Earthquake Engineering Research Center, University of California, Berkeley, 1990 p.

5. Case study of lateral spreading forces on a piled foundation;Berrill;Geotechnique,2001

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