Deformation and stability investigations in 3-D of an excavated rock slope in a hydroelectric power station in China-Reference-Cited by-同舟云学术

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Deformation and stability investigations in 3-D of an excavated rock slope in a hydroelectric power station in China

Published:2018-04 Issue: Volume:96 Page:132-149
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Dong Menglong,Kulatilake P.H.S.W.,Zhang Faming

Funder

Chinese Scholarship Council

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference38 articles.

1. Optimization of slope angle and its seismic stability: a case study for the proposed open pit coal mine in Phulbari, NW Bangladesh;Islam;J Mountain Sci,2013

2. The failure mode analysis of open pit slope based on finite element method;Meng;Appl Mech Mater,2013

3. Slope stability of Cachorro Bravo open pit through numerical modeling by finite element method;Silva;Rem-Revista Escola De Minas,2008

4. FLAC 3D fast Lagrangian analysis of continua in 3 dimensions user’s guide;Itasca,2009

5. Analysis of the Aznalcollar pit slope failures – a case study;Sjoberg;FLAC Numer Model Geomech,1999

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2. Discrete element analysis of deformation and failure characteristics in a slope affected by corrosion deterioration and underground mining: a case study of the Jiweishan landslide, China;Landslides;2024-07-17

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4. Potential failure mechanism of a rock slope with weak intercalated layer and the reinforcement effect evaluation;Natural Hazards;2024-04-21

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