Pore Water Pressure Response of Soil Subjected to Dynamic Loading under Saturated and Unsaturated Conditions-Reference-Cited by-同舟云学术

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Pore Water Pressure Response of Soil Subjected to Dynamic Loading under Saturated and Unsaturated Conditions

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:

Cary Carlos E.¹,Zapata Claudia E.²

Affiliation:

1. Civil Engineer, Gemini Technologies, 3153 Fire Rd., Suite 2A, Egg Harbor Township, NJ 08234 (corresponding author).

2. Associate Professor, School of Sustainable Engineering and the Built Environment, Arizona State Univ., P.O. Box 873005, Tempe, AZ 85287-3005.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000642

Reference21 articles.

1. Cyclic and static laboratory test on drammen clay;Andersen K. H.;J. Geotech. Engrg.,1980

2. Undrained Behavior of Clay Under Cyclic Shear Stresses

3. Barksdale R. D. (1971). “A compressive stress pulse times in flexible pavements for use in dynamic testing.” Highway Res. Rec. 345 32–44.

4. Repeated load triaxial testing of a silty clay

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