Characterization of the Reduction in Undrained Shear Strength in Fine-Grained Soils due to Cyclic Loading-Reference-Cited by-同舟云学术

Characterization of the Reduction in Undrained Shear Strength in Fine-Grained Soils due to Cyclic Loading

Published:2019-05 Issue:5 Volume:145 Page:04019017
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ajmera Beena¹,Brandon Thomas²,Tiwari Binod³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, North Dakota State Univ., Fargo, ND 58108 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061.

3. Professor, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, CA 92831.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002041

Reference37 articles.

1. Ajmera B. B. Tiwari and T. Brandon. 2016. “Influence of mineralogy and plasticity on the cyclic and post-cyclic behavior of normally consolidated soils.” In Proc. Geotechnical and Structural Engineering Congress 2016 1522–1531. Reston VA: ASCE.

2. Andersen K. H. 1988. “Properties of soft clay under static and cyclic loading.” In Proc. Int. Conf. on Engineering Problems of Regional Soils. Oslo Norway: Norwegian Geotechnical Institute.

3. Effect of cyclic loading on clay behaviour;Andersen K. H.;Norw. Geotech. Inst. Publ.,1976

4. Cyclic Soil Data for Design of Gravity Structures

5. Cyclic Behavior of Clays in Undrained Simple Shear

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