Numerical analysis of liquefaction-induced bearing capacity degradation of shallow foundations on a two-layered soil profile

Author:

Karamitros D.K.,Bouckovalas G.D.,Chaloulos Y.K.,Andrianopoulos K.I.

Publisher

Elsevier BV

Subject

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

Reference25 articles.

1. Settlement of buildings on saturated sand during earthquakes;Yoshimi;Soils and Foundations,1977

2. Liquefaction-induced ground damage in Dagupan in the July 16, 1990 Luzon earthquake;Ishihara;Soils and Foundations,1993

3. Seismic response of shallow foundation on liquefiable sand;Liu;Journal of Geotechnical and Geoenvironmental Engineering,1997

4. Earthquake-induced settlement of an isolated footing for power transmission tower;Kawasaki;Technical Memorandum of Public Works Research Institute,1998

5. Subsidence of building foundation resting upon liquefied subsoil case studies and assessment;Acacio;Soils and Foundations,2001

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