Mathematical Principles in Prediction of Lateral Ground Displacement Induced by Seismic Liquefaction-Reference-Cited by-同舟云学术

Mathematical Principles in Prediction of Lateral Ground Displacement Induced by Seismic Liquefaction

Published:1999-04 Issue:2 Volume:39 Page:1-19
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Towhata Ikuo,Orense Rolando P.,Toyota Hirofumi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference57 articles.

1. Earthquake induced ground displacements;Ambraseys;Earthq. Eng. Struct. Dynam.,1988

2. Experimental study of embankment on sandy layers during earthquakes;Arakawa,1984

3. Empirical prediction of liquefaction-induced lateral spread;Bartlett;J. Geotech. Engrg., ASCE,1995

4. Liquefaction ground deformation predicted from laboratory tests;Baziar;Proc. 2nd Int. Conf. Recent Advances Geotechnical Earthquake Engineering and Soil Dynamics,1991

5. Analysis of seismic settlements and pore pressures in centrifuge tests;Bouckovalas;J. Ceotech. Engrg., ASCE,1991

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