Analysis of Critical Excavation Depth for a Jointed Rock Slope Using a Face-to-Face Discrete Element Method-Reference-Cited by-同舟云学术

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Analysis of Critical Excavation Depth for a Jointed Rock Slope Using a Face-to-Face Discrete Element Method

Published:2006-03-30 Issue:4 Volume:40 Page:331-348
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech. Rock Engng.

Author:

Li S. H.,Wang J. G.,Liu B. S.,Dong D. P.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-006-0084-9.pdf

Reference25 articles.

1. Board, M. (1989): UDEC (Universal Distinct Element Code) Version ICG1.5 Vol.1-3, US, NRC, NUREG/CR-5429, September.

2. The Effect of Scale and Criticality in Rock Slope Stability

3. A three-dimensional slope stability analysis method using the upper bound theorem

4. Natural joints in rock: Mechanical, hydraulic and seismic behaviour and properties under normal stress

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