Influence of Kinematics on Landslide Mobility and Failure Mode-Reference-Cited by-同舟云学术

Influence of Kinematics on Landslide Mobility and Failure Mode

Published:2005-06 Issue:6 Volume:131 Page:716-728
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sitar Nicholas¹²³,MacLaughlin Mary M.¹²³,Doolin David M.¹²³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

2. Associate Professor, Dept. of Geological Engineering, Montana Tech of the Univ. of Montana, Butte, MT.

3. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A6%28716%29

Reference45 articles.

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2. Cundall P. A. (1971). “A computer model for simulating progressive large-scale movements in blocky rock systems.” Proc. Int. Symp. on Rock Fracture Paper II-8 International Society for Rock Mechanics Nancy France.

3. Doolin D. M. (2003). “Preliminary results unifying discontinuous deformation analysis (DDA) and the distinct element method (DEM).” Development and Application of Discontinuous Modelling for Rock Engineering—Proc. 6th Int. Conference on Analysis of Discontinuous Deformation (ICADD-6) M. Lu ed. Balkema Rotterdam 119–128.

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