Modification of the gravity increase method in slope stability analysis-Reference-Cited by-同舟云学术

Modification of the gravity increase method in slope stability analysis

Published:2018-10-15 Issue:6 Volume:78 Page:4241-4252
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Hu Chang-ming,Yuan Yi-li^ORCID,Mei Yuan,Wang Xue-yan,Liu Zheng

Funder

National Natural Science Foundation of China

Special Research Project of the Education Department of the Shaanxi Provincial Government

Scientific Plan of the Xi’an University of Architecture and Technology

Scientific Project of the Xi’an University of Architecture and Technology

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10064-018-1395-2.pdf

Reference35 articles.

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2. Chang SG, Guang MX, Ling Z, Shou HY (2005) Centrifuge modeling of deformation and failure of slope. Chin J Geotech Eng (04):478–481

3. Chao Y, Liu SY, Xiao-Lei JI (2016) Research on a secondary sliding surface analysis approach based on strength reduction method. Rock Soil Mech 37(4):935–942

4. Chen WF, Mizuno E (1990) Nonlinear analysis in soil mechanics: theory and implementation. Elsevier, NH, The Kingdom of Netherlands

5. Donald IB, Giam P (1992) The ACADS slope stability programs review. 6Th International Symposium On Landslides 3:1665–1670

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