Effects of Saturation and Back Pressure on Sand Liquefaction-Reference-Cited by-同舟云学术

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Effects of Saturation and Back Pressure on Sand Liquefaction

Published:1991-09 Issue:9 Volume:117 Page:1347-1362
ISSN:0733-9410
Container-title:Journal of Geotechnical Engineering
language:en
Short-container-title:Journal of Geotechnical Engineering

Author:

Xia Hong,Hu Ting

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9410%281991%29117%3A9%281347%29

Reference4 articles.

1. A Sample Preparation Method and its Effect on Static and Cyclic Deformation-Strength Properties of Sand

2. Influence of Sample Disturbance on Sand Response to Cyclic Loading

3. The Pore-Pressure Coefficients A and B

4. Richart F. E. Jr. Hall J. R. Jr. and Woods R. D. (1970). Vibrations of soils and foundations . Prentice‐Hall Inc. Englewood Cliffs N.J. 129–132.

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1. The influence range of the biogas desaturation method for mitigating sand liquefaction;Frontiers in Earth Science;2024-07-31

2. Induced Partial Saturation: From Mechanical Principles to Engineering Design of an Innovative and Eco-Friendly Countermeasure against Earthquake-Induced Soil Liquefaction;Geosciences;2024-05-23

3. Evaluating liquefaction resistance of partially saturated sandy soil using the P-wave velocity;Soil Dynamics and Earthquake Engineering;2024-03

4. Model prediction of cyclic liquefaction resistance of gassy soils;Acta Geotechnica;2024-01-02

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