Numerical modeling of combined effects of upward and downward propagation of shear bands on stability of slopes with sensitive clay-Reference-Cited by-同舟云学术

Numerical modeling of combined effects of upward and downward propagation of shear bands on stability of slopes with sensitive clay

Published:2016-03-18 Issue:15 Volume:40 Page:2076-2099
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Dey R.¹,Hawlader B.¹,Phillips R.²,Soga K.³

Affiliation:

1. Department of Civil Engineering; Memorial University of Newfoundland; St. John's Newfoundland A1B 3X5 Canada

2. C-CORE; Captain Robert A Bartlett Building; Morrissey Road St. John's Newfoundland A1B 3X5 Canada

3. University of Cambridge; Department of Engineering; Cambridge CB2 1PZ UK

Funder

Research and Development Corporation of Newfoundland and Labrador

Natural Sciences and Engineering Research Council of Canada

C-CORE

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference70 articles.

1. Statics of granular media. Butterworth Scientific Publications, London;Sokolovski;Transaction of Royal Society of London, Series A,1960

2. The ultimate bearing capacity of foundations on slopes;Meyerhof;Proc 4th Int Conf on Soil Mechanics and Foundation Engineering,1957

3. Bearing capacity analysis of foundations on slopes by use of log-spiral sliding surfaces;Narita;Soils and Foundations,1990

4. Analysis of the bearing capacity reduction of a foundation near a slope by means of the yield design theory;Buhan;Revue Française de Géotechnique,1994

5. Bearing capacity analysis of foundations on slopes by use of log-spiral sliding surfaces;Buhan;Soils and Foundations,1998

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