Liquefaction of Unsaturated Sands-Reference-Cited by-同舟云学术

Liquefaction of Unsaturated Sands

Published:2016-12 Issue:6 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Bo¹,Muraleetharan Kanthasamy K.²,Liu Chunyang³

Affiliation:

1. Graduate Research Assistant, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019 (corresponding author).

2. Kimmell-Bernard Chair in Engineering and David Ross Boyd and Presidential Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019.

3. Former Research Associate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000605

Reference30 articles.

1. Arulmoli K. Muraleetharan K. K. Hossain M. M. and Fruth L. S. (1992). VELACS verification of liquefaction analyses by centrifuge studies laboratory testing program: Soil data report Earth Technology Corporation Irvine CA.

2. The principles of effective stress;Bishop A. W.;Tek. Ukebl.,1959

3. Chaney R. C. (1978). “Saturation effects on the cyclic strength of sands.” Proc. ASCE Special Conf. on Earthquake Engineering and Soil Dynamics ASCE New York 342–359.

4. Seabed instability due to flow liquefaction in the Fraser River delta

5. Partially saturated tailings sand below the phreatic surface

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