Slope Reliability Analysis Considering Site-Specific Performance Information-Reference-Cited by-同舟云学术

Slope Reliability Analysis Considering Site-Specific Performance Information

Published:2011-03 Issue:3 Volume:137 Page:227-238
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhang J.¹²³,Zhang L. M.¹²³,Tang Wilson H.¹²³

Affiliation:

1. Lecturer, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education and Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; formerly, Research Associate, Dept. of Civil and Environmental Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong.

2. Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong.

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, 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%29GT.1943-5606.0000422

Reference36 articles.

1. Reliability Analysis of Unsaturated Soil Slopes

2. The use of the Slip Circle in the Stability Analysis of Slopes

3. Efficient Evaluation of Reliability for Slopes with Circular Slip Surfaces Using Importance Sampling

4. Chowdhury R. Zhang S. and Flentje P. (2004). “Reliability updating and geotechnical back-analysis.” Proc. Advances in Geotechnical Engineering: The Skempton Conf. R. J. Jardine D. M. Potts and K. G. Higgins eds. Thomas Telford London.

Cited by 48 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. Probabilistic back analysis of rock strength parameters in heavily jointed rock slopes based on Bayesian inference;Environmental Earth Sciences;2024-05

2. Probabilistic back-analysis of rainfall-induced landslides for slope reliability prediction with multi-source information;Journal of Rock Mechanics and Geotechnical Engineering;2024-04

3. Evaluation of buoyant action of groundwater and surface water interaction on pit slope stability using hydrogeological-stratigraphic-structural assessment within the Kawere catchment of the Nsuta mine;International Journal of Geotechnical Engineering;2024-02-26

4. Reliability updating for lateral failure of historic quay walls;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2024-01-09

5. Improving Prediction of Failure Probability at a Site-Specific Slope by Considering Its Survival Records under Past Rainfall Events;Geo-Risk 2023;2023-07-20