Investigation of Stability of the Critical Rock Blocks that Initiated the Jiweishan Landslide in China-Reference-Cited by-同舟云学术

Investigation of Stability of the Critical Rock Blocks that Initiated the Jiweishan Landslide in China

Published:2014-08-22 Issue:5 Volume:32 Page:1291-1315
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Kulatilake Pinnaduwa H. S. W.,Ge Yunfeng

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-014-9806-z.pdf

Reference20 articles.

1. Cundall PA (1971) A computer model for simulating progressive larger-scale movements in blocky rock system. Proc Int Symp Rock Fract 2:129–136

2. Cundall PA (1988) Formulation of a three-dimensional distinct element model-Part 1. A scheme to detect and represent contacts in a system composed of many polyhedral blocks. Int J Rock Mech Min Sci Geomech Abstr 25:107–116

3. Feng Z, Yin YP, Li B, Yan JK (2012a) Centrifuge modeling of apparent dip slide from oblique thick bedding rock landslide. Chin J Rock Mech Eng 31(5):890–897

4. Feng Z, Yin YP, Li B, Zhang M (2012b) Mechanism analysis of apparent dip landslide of Jiweishan in Wulong, Chongqing. Rock Soil Mech 33(9):2704–2712

5. Hart R, Cundall PA, Lemos J (1988) Foundation of a three dimensional distinct element model-Part II. Mechanical calculations for motion and interaction of a system composed of many polyhedral blocks. Int J Rock Mech Min Sci Geomech Abstr 25:117–126

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