Effects of Different Consolidation Conditions on Liquefaction Resistance and Small Strain Quasi-Elastic Deformation Properties of Sands Containing Fines-Reference-Cited by-同舟云学术

Effects of Different Consolidation Conditions on Liquefaction Resistance and Small Strain Quasi-Elastic Deformation Properties of Sands Containing Fines

Published:2001-12 Issue:6 Volume:41 Page:53-62
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Koseki Junichi,Ohta Akira

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference17 articles.

1. Effect of setting method on the behaviour of clays in triaxial compression from saturation to undrained shear;Ampadu;Soils and Foundations,1993

2. Effect of curing under high temperature conditions for liquefaction resistance of sandy soils;Goto,1994

3. Elastic wave velocities in granular soils;Hardin;J. Soil Mech. Found. Div., ASCE,1963

4. Effects of overconsolidation on liquefaction characteristics of sands containing fines;Ishihara,1977

5. Effects of overconsolidation and K0 conditions on the liquefaction characteristics of sands;Ishihara;Soils and Foundations,1979

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