Liquefaction under Random Loading: Unit Energy Approach-Reference-Cited by-同舟云学术

Liquefaction under Random Loading: Unit Energy Approach

Published:1995-11 Issue:11 Volume:121 Page:776-781
ISSN:0733-9410
Container-title:Journal of Geotechnical Engineering
language:en
Short-container-title:Journal of Geotechnical Engineering

Author:

Liang Liqun,Figueroa J. Ludwig,Saada Adel S.

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%281995%29121%3A11%28776%29

Reference19 articles.

1. Equivalent Uniform Cycle Concept for Soil Dynamics

2. Energy Dissipation and Seismic Liquefaction of Sands: Revised Model

3. Dobry R. Ladd R. S. Yokel F. Y. Chung R. M. and Powell D. (1982). “Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method.” Building science series 138 National Bureau of Standards U.S. Department of Commerce U.S. Governmental Printing Office Washington D.C.

4. Figueroa J. L. (1990). “A method for evaluating soil liquefaction by energy principles.” Proc. 4th U.S. Nat. Conf. on Earthquake Engrg. Earthquake Engineering Research Institute El Cerrito Calif.

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