Some Studies on the Pseudostatic Analyses of Water Retention Type Tailings Dams-Reference-Cited by-同舟云学术

Some Studies on the Pseudostatic Analyses of Water Retention Type Tailings Dams

Published:2020-08-14 Issue: Volume: Page:195-211
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
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Author:

Kumar Pankaj,Viswanadham B. V. S.

Publisher

Springer Singapore

Link

http://link.springer.com/content/pdf/10.1007/978-981-15-6233-4_14

Reference17 articles.

1. Akhlaghi T, Neishapouri M (2007) A study on the pseudostatic analysis of the upper San Fernando dam using FE simulations and observed deformations during the 1971 earthquake. In: Fourth international conference on earthquake geotechnical engineering, pp 1–12

2. Akhlaghi T, Nikkar A (2014) Evaluation of the pseudostatic analyses of earth dams using FE simulation and observed earthquake-induced deformations: case studies of Upper San Fernando and Kitayama dams. Sci World J 2014:1–12. https://doi.org/10.1155/2014/585462

3. Bishop AW (1955) The use of the slip circle in the stability analysis of slopes. Géotechnique 5(1):7–17

4. Byrne PM, Morris DV, Caldwell JA (1984) Seismic stability of a tailings impoundment on soft clayey silt deposits. In: Eighth world conference on earthquake engineering, vol 3, San Francisco, pp 381–388

5. Castro G, Poulos SJ, Leathers FD (1985) Re-examination of slide of lower San Fernando dam. J Geotech Eng 111(9):1093–1107

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