Effect of Static Shear on Resistance to Liquefaction-Reference-Cited by-同舟云学术

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Effect of Static Shear on Resistance to Liquefaction

Published:1983-03 Issue:1 Volume:23 Page:47-60
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Vaid Y.P.,Chern J.C.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference20 articles.

1. Liquefaction and cyclic deformation of sands-A critical review;Casagrande,1976

2. Liquefaction of sands;Castro,1969

3. Liquefaction and cyclic mobility of saturated sands;Castro;Journal of the Geotechnical Engineering Division, ASCE,1975

4. Effect of static shear on resistance to liquefaction;Chern,1981

5. Statistics of liquefaction and SPT results;Christian;Journal of the Geotechnical Engineering Division, ASCE,1975

Cited by 179 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Cyclic Behavior and Liquefaction Resistance of Loose Ground Improved by Granular Columns;International Journal of Geomechanics;2024-11

2. The Effect of Initial Static Shear Stress on Liquefaction Triggering of Coarse-Grained Materials;Journal of Geotechnical and Geoenvironmental Engineering;2024-10

3. Liquefaction Characteristics of Sand under Complex Seismic Loading Paths;Journal of Geotechnical and Geoenvironmental Engineering;2024-10

4. Experimental study on shear behavior of marine sands subjected to acidic conditions;Bulletin of Engineering Geology and the Environment;2024-08-27

5. Derivation of Contour Plots for the Characterization of the Behaviour of Sand under Undrained Loading;Geotechnics;2024-06-04

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