Modeling Cyclic Behavior of Rockfill Materials in a Framework of Generalized Plasticity-Reference-Cited by-同舟云学术

Modeling Cyclic Behavior of Rockfill Materials in a Framework of Generalized Plasticity

Published:2014-04 Issue:2 Volume:14 Page:191-204
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fu Zhongzhi¹,Chen Shengshui²,Peng Cheng³

Affiliation:

1. Geotechnical Engineer, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, Jiangsu, China (corresponding author).

2. Professor, Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques, Ministry of Water Resources, Nanjing 210029, Jiangsu, China.

3. Ph.D. Student, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, Jiangsu, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000302

Reference50 articles.

1. Bounding Surface Plasticity Model for Sands

2. Hypoplastic constitutive modeling of wetting deformation of weathered rockfill materials

3. Byrne P. M. (1991). “A cyclic shear-volume coupling and pore pressure model for sand.” Proc. 2nd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics Univ. of Missouri-Rolla Rolla MO 47–55.

4. Impact of the ‘5.12’ Wenchuan earthquake on Zipingpu concrete face rock-fill dam and its analysis

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