New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings-Reference-Cited by-同舟云学术

New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings

Published:2020-09 Issue:9 Volume:146 Page:04020084
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Wen-Bo¹,Feng Wei-Qiang²,Yin Jian-Hua³,Chen Jin-Miao⁴,Borana Lalit⁵,Chen Ren-Peng⁶

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China (corresponding author).

2. Assistant Professor, Dept. of Ocean Sciences and Engineering, Southern Univ. of Science and Technology, Shenzhen 518000, China.

3. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China.

4. Ph.D. Candidate, School of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310000, China.

5. Assistant Professor, Discipline of Civil Engineering, Indian Institute of Technology Indore, Indore 452005, India.

6. Professor, School of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310000, China.

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.1943-5606.0002334

Reference55 articles.

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3. Bonaquist R. F. and M. W. Witczak. 1997. “A comprehensive constitutive model for granular materials in flexible pavement structures.” In Proc. 8th Int. Conf. on Asphalt Pavements 783–802. Seattle: Univ. of Washington Press.

4. Elastoplastic Model for the Long-Term Behavior Modeling of Unbound Granular Materials in Flexible Pavements

5. Recent research on the track-subgrade of high-speed railways

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