Use of Pore Pressure Response to Determine Shear Strength Degradation from Cyclic Loading-Reference-Cited by-同舟云学术

Use of Pore Pressure Response to Determine Shear Strength Degradation from Cyclic Loading

Published:2017-03-30 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Frontiers 2017
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Author:

Ajmera Beena¹²³,Tiwari Binod¹²³,Pandey Pavitra¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, 800 N. State College Blvd., E-318, Fullerton, CA 92831.

2. Professor, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, 800 N. State College Blvd., E-419, Fullerton, CA 92831.

3. Graduate Student, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, 800 N. State College Blvd., Fullerton, CA 92831.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480489.003

Reference25 articles.

1. Ajmera B. (2015). "Factors Affecting the Post-Earthquake Shear Strength " Ph.D. Dissertation Virginia Polytechnic Institute and State University.

2. Cyclic and Post-Cyclic Behavior of Clay-Like Materials;Ajmera B.;Proceedings of the 12th International Conference on Geo-Disaster Reduction,2014

3. Influence of Mineralogy and Plasticity on the Cyclic and Post-Cyclic Behavior of Normally Consolidated Soils;Ajmera B.;Proceedings of the Geotechnical and Structural Engineering Congress,2016

4. ASTM D5311. (2013). "Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil " ASTM International.

5. ASTM D6528. (2007). "Standard Test Method for Consolidated Undrained Direct Simple Testing of Cohesive Soils " ASTM International.

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