Elastoplastic Deformation Characteristics of Gravelly Soils-Reference-Cited by-同舟云学术

Elastoplastic Deformation Characteristics of Gravelly Soils

Published:2013-06 Issue:6 Volume:139 Page:947-955
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Weng Meng-Chia¹,Chu Bin-Lin²,Ho Yu-Ling³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, National Univ. of Kaohsiung, Kaohsiung 811, Taiwan, ROC (corresponding author).

2. Professor, Dept. of Civil Engineering, National Chung-Hsing Univ., Taichung 402, Taiwan, ROC.

3. Graduate Research Assistant, Dept. of Civil Engineering, National Chung-Hsing Univ., Taichung 402, Taiwan, ROC.

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.1943-5606.0000827

Reference29 articles.

1. The influence of confining pressure on the shear strength of compacted rockfill

2. A Constitutive Model for Crushed Granular Aggregates Which Includes Suction Effects

3. Chu B. L. (1995). “Preliminary study on geological and geotechnical properties for Blue Line of Taichung MRT.” Rep. 06-3-84-0200 Bureau of Housing and Urban Development Taiwan.

4. A constitutive model for gravelly soils considering shear-induced volumetric deformation

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