Bayesian-based probabilistic kinematic analysis of discontinuity-controlled rock slope instabilities-Reference-Cited by-同舟云学术

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Bayesian-based probabilistic kinematic analysis of discontinuity-controlled rock slope instabilities

Published:2016-11-11 Issue:4 Volume:76 Page:1249-1262
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Zhou Xin,Chen Jianping,Chen Yu,Song Shengyuan,Shi Mingyuan,Zhan Jiewei

Funder

National Natural Science Foundation of China

Graduate Innovation Fund of Jilin University

National Natural Science Foundation of China (CN)

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s10064-016-0972-5/fulltext.html

Reference35 articles.

1. Admassu Y, Shakoor A (2013) DIPANALYST: a computer program for quantitative kinematic analysis of rock slope failures. Comput Geosci 54:196–202

2. Aksoy H, Ercanoglu M (2007) Fuzzified kinematic analysis of discontinuity-controlled rock slope instabilities. Eng Geol. doi: 10.1016/j.enggeo.2006.10.007

3. Box GEP, Tiao GC (1973) Bayesian inference in statistical analysis. Addison-Wesley, Reading

4. Cao ZX (2010) The statistic analysis and reliability research of rock slope stability. M.S. Dissertation, Jilin University (in Chinese)

5. Cao ZJ, Wang Y (2014) Bayesian model comparison and characterization of undrained shear strength. J Geotech Geoenviron Eng 140:04014018

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