Three-Dimensional Direct-Shear Behaviors of a Gravel–Structure Interface-Reference-Cited by-同舟云学术

Three-Dimensional Direct-Shear Behaviors of a Gravel–Structure Interface

Published:2018-12 Issue:12 Volume:144 Page:04018095
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Feng Da-Kuo¹,Zhang Jian-Min²,Hou Wen-Jun³

Affiliation:

1. Senior Engineer, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China; Director, China Construction Seventh Engineering Division Corp. Ltd., He’nan, Zhengzhou 450004, China; Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Tsinghua Univ., Haidian, Beijing 100084, China (corresponding author).

2. Professor, State Key Laboratory of Hydroscience and Engineering, Institute of Geotechnical Engineering, Tsinghua Univ., Beijing 100084, China.

3. Director, Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Beijing 100835, 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.1943-5606.0001968

Reference32 articles.

1. Interface property of sand;Acar Y. B.;J. Geotech. Eng. Div.,1982

2. Brandt J. R. T. 1985. “Behavior of soil-concrete interfaces.” Ph.D. thesis Dept. of Civil Engineering Univ. of Alberta.

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