Power Law Model to Predict Creep Movement and Creep Failure-Reference-Cited by-同舟云学术

Power Law Model to Predict Creep Movement and Creep Failure

Published:2019-09 Issue:9 Volume:145 Page:04019044
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bi Gang¹^ORCID,Briaud Jean-Louis²,Sanchez Marcelo²,Kharanaghi Mohsen Mahdavi³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Yango Univ., Fuzhou, Fujian 350015, China; formerly, Ph.D. Student, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843 (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

3. Engineer, Group Delta, 9245 Activity Rd., Suite 103, San Diego, CA 92126; formerly, Ph.D. Student, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

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.1943-5606.0002081

Reference39 articles.

1. Creep behavior of intact and remould fibrous peat;Acharya M. P.;Acta Geotech.,2018

2. A Constitutive Equation for Normally Consolidated Clay

3. Adachi T. and A. Takase. 1981. “Prediction of long term strength of soft sedimentary rock.” In Proc. Int. Symp. on Weak Rock 21–24. Tokyo: International Society for Rock Mechanics and Rock Engineering.

4. Shallow Slides in Compacted High Plasticity Clay Slopes

5. Bi G. 2015. “A power law model for time dependent behavior of soils.” Ph.D. dissertation Dept. of Civil Engineering Texas A&M Univ.

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