Preshearing and Undrained Response of Sand-Reference-Cited by-同舟云学术

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Preshearing and Undrained Response of Sand

Published:1989-12 Issue:4 Volume:29 Page:49-61
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Vaid Y.P.,Chung E.K.F.,Kuerbis R.H.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference18 articles.

1. Geotechnical problems involved in foundations of structures in the North Sea;Bjerrum;Geotechnique,1973

2. Strength of soils as engineering materials;Bishop;6th Rankine Lecture, Geotechnique,1966

3. Shear strength parameters for undisturbed and remolded soil specimens;Bishop,1971

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

5. Liquefaction and cyclic mobility of saturated sands;Castro;J. of Geotechnical Eng. Div., ASCE,1975

Cited by 63 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. Liquefaction Characteristics of Sand under Complex Seismic Loading Paths;Journal of Geotechnical and Geoenvironmental Engineering;2024-10

2. On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study;Soil Dynamics and Earthquake Engineering;2023-09

3. Drained instability of coarse oil sand tailings;Géotechnique;2023-08-02

4. New perspectives on preshearing history in granular soils;Scientific Reports;2023-03-20

5. The influence of cyclic preloadings on cyclic response of Zbraslav sand;Soil Dynamics and Earthquake Engineering;2023-03

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