A new model for large landslides in sensitive clay using a fracture mechanics approach-Reference-Cited by-同舟云学术

A new model for large landslides in sensitive clay using a fracture mechanics approach

Published:2011-08 Issue:8 Volume:48 Page:1151-1162
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Quinn P.E.¹,Diederichs M.S.²,Rowe R.K.³,Hutchinson D.J.²

Affiliation:

1. BGC Engineering Inc, Victoria, BC, Canada.

2. Department of Geological Sciences and Geological Engineering, GeoEngineering Centre at Queen’s-RMC, Queen’s University, Kingston, ON, Canada.

3. Department of Civil Engineering, GeoEngineering Centre at Queen’s-RMC, Queen’s University, Kingston, ON, Canada.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/t11-025

Reference19 articles.

1. Bernander, S. 2000. Progressive failure in long natural slopes: formation, potential extension and configuration of finished slides in strain-softening soils. Licentiate thesis, Luleå University of Technology, Luleå, Sweden.

2. The Influence of Progressive Failure on the Choice of the Method of Stability Analysis

3. Geotechnical Properties of Norwegian Marine Clays

4. Stability of Natural Slopes in Quick Clay

5. On the retrogression of landslides in sensitive muddy sediments

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