Interaction between Retaining Walls and Unsaturated Soils in Experiments and Using Slip Line Theory-Reference-Cited by-同舟云学术

Interaction between Retaining Walls and Unsaturated Soils in Experiments and Using Slip Line Theory

Published:2017-04 Issue:4 Volume:143 Page:04016120
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Vo Thanh¹,Russell Adrian R.²

Affiliation:

1. Research Associate, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

2. Associate Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001187

Reference45 articles.

1. Australian Standard. (1998). “Method 5.5.1: Soil compaction and density tests—Determination of the minimum and maximum dry density of a cohesionless material—Standard method.” AS1289.5.5.1 Sydney Australia.

2. An experimental study of the behaviour of embedded lengths of cantilever walls

3. The principle of effective stress;Bishop A. W.;Teknisk Ukeblad,1959

4. Bransby P. L. (1968). “Stress and strain in sand caused by rotation of a model wall.” Ph.D. thesis Cambridge Univ. Cambridge U.K.

Cited by 20 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Active Earth Pressure on the Rigid Support Structures of Excavations Parallel to Tunnel Construction;International Journal of Geomechanics;2024-08

2. Curvilinear Slope Profile–Based Seismic Stability for Rock Slopes Using Stress Characteristics Method and Generalized Hoek–Brown Criterion;Journal of Engineering Mechanics;2024-08

3. Failure Mechanism and Active Earth Pressure of Narrow Backfills behind Retaining Structures Rotating about the Base;International Journal of Geomechanics;2024-05

4. Combined influence of rotated transverse anisotropy in mechanical parameters and hydraulic conductivity of soils on reliability evaluation of an unsaturated slope under rainfalls;Computers and Geotechnics;2024-01

5. Method for efficient calculating earth pressure of retaining wall considering plant transpiration;Scientific Reports;2023-09-16