Risk assessment of slope failure by representative slip surfaces and response surface function
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-015-2243-6.pdf
Reference32 articles.
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2. Bishop, A. W. (1955). “The use of the slip circle in the stability analysis of slopes.” Geotechnique, Vol. 5, No. 1, pp. 7–17.
3. Cassidy, M. J., Uzielli, M., and Lacasse, S. (2008). “Probability risk assessment of slope failures, A case study at Finneidfjord.” Canadian Geotechnical Journal, Vol. 45, No. 9, pp. 1250–1267.
4. Cho, S. E. (2007). “Effects of spatial variability of soil properties on slope stability.” Engineering Geology, Vol. 92, Nos. 3–4, pp. 97–109.
5. Cho, S. E. (2010). “Probabilistic assessment of slope stability that considers the spatial variability of soil properties.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 136, No. 7, pp. 975–84.
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