Improvements to field and remote sensing methods for mapping discontinuity persistence and intact rock bridges in rock slopes-Reference-Cited by-同舟云学术

Improvements to field and remote sensing methods for mapping discontinuity persistence and intact rock bridges in rock slopes

Published:2016-06 Issue: Volume:208 Page:136-153
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Tuckey Zack,Stead Doug

Funder

British Columbia NRAS

FRBC

NSERC Discovery

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference108 articles.

1. Alzo'ubi, A., Martin, C.D., and Cruden, D.M., 2007. A discrete element damage model for rock slopes. In: Proceedings of the 1st Canada-US Rock Mechanics Symposium, Eberhardt, Stead, and Morrison (eds.), (Vancouver, Canada, 27–31 May 2007).

2. Trace Length Biases in Joint Surveys;Baecher,1978

3. Statistical description of rock properties and sampling;Baecher,1977

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