Influence of Stress Ratio and Stress Path on Behavior of Loose Decomposed Granite-Reference-Cited by-同舟云学术

Influence of Stress Ratio and Stress Path on Behavior of Loose Decomposed Granite

Published:2004-01 Issue:1 Volume:130 Page:36-44
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ng Charles W. W.¹,Fung W. T.²,Cheuk C. Y.²,Zhang Liming³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Hong Kong Univ. Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

2. Formerly Postgraduate Student, Dept. Civil Engineering, Hong Kong Univ. Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

3. Assistant Professor, Dept. of Civil Engineering, Hong Kong Univ. Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

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%291090-0241%282004%29130%3A1%2836%29

Reference28 articles.

1. A state parameter for sands

2. The stability of tips and spoil heaps

3. British Standards Institution. (BSI). (1990). “Methods of tests for soils for civil engineering purposes.” BS1377 BSI London.

4. Theoretical investigation of the undrained stability of shallow submerged slopes

5. Fung W. T. (2001). “Experimental study and centrifuge modeling of loose fill slope.” MPhil thesis The Hong Kong Univ. of Science and Technology Hong Kong.

Cited by 64 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. Influence of physical properties and shear rate on static liquefaction of saturated loess;Engineering Geology;2024-11

2. Numerical Evaluation of Static Liquefaction–Induced Flowslide Causing the Edenville Dam Failure, Michigan;Journal of Geotechnical and Geoenvironmental Engineering;2024-05

3. New insights into the catastrophic slope failures at Sau Mau Ping: the role of antecedent rainfall pattern;Landslides;2024-04-11

4. Soil Fluidisation Induced by Fine Particles Migration: Insights from the Shenzhen 2015 Landfill Landslide;2024

5. Deformation Mechanism and Influence of Surface Pumping Control in Shallow-Buried Tunnel in Water-rich Fully Weathered Granite;2023-11-20