Modeling failure of jointed rock slope with two main joint sets using a novel DEM bond contact model

Author:

Jiang Mingjing,Jiang Tao,Crosta Giovanni B.,Shi Zhenming,Chen He,Zhang Ning

Funder

China National Funds for Distinguished Young Scientists

National Basic Research Programs of China

National Nature Science Foundation of China

FP7-PEOPLE-2011-IRSES

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference66 articles.

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2. Experimentally gained parameters, decisive for rock fall analysis;Azzoni;Rock Mech. Rock. Eng.,1995

3. Research on the strength behaviour of rock containing coplanar close intermittent joints by direct shear test;Bai;Rock Soil Mech.,1999

4. The shear strength of rock joints in theory and practice;Barton;Rock Mech.,1977

5. The use of the slip in the stability analysis of earth slopes;Bishop;Geotechnique,1955

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