Step-path failure of rock slopes with intermittent joints-Reference-Cited by-同舟云学术

Step-path failure of rock slopes with intermittent joints

Published:2014-10-07 Issue:5 Volume:12 Page:911-926
ISSN:1612-510X
Container-title:Landslides
language:en
Short-container-title:Landslides

Author:

Huang Da,Cen Duofeng,Ma Guowei,Huang Runqiu

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10346-014-0517-6.pdf

Reference57 articles.

1. An XM, Ning YJ, Ma GW, He L (2014) Modeling progressive failures in rock slopes with non-persistent joints using the numerical manifold method. Int J Numer Anal Methods Geomech 38(7):679–701

2. Bahaaddini M, Sharrock G, Hebblewhite BK (2013a) Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression. Comput Geotech 49(4):206–225

3. Bahaaddini M, Sharrock G, Hebblewhite BK (2013b) Numerical direct shear tests to model the shear behaviour of rock joints. Comput Geotech 51(6):101–115

4. Bobet A, Einstein HH (1998) Numerical modeling of fracture coalescence in a model rock material. Int J Fract 92:221–252

5. Call RD, Nicholas DE (1978) Prediction of step path failure geometry for slope stability analysis. Proc. of 19th U.S. Symp. on Rock Mechanics, Lake Tahoe, NV, 8p

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