Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis-Reference-Cited by-同舟云学术

Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis

Published:2015-10 Issue: Volume:70 Page:138-149
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Chakraborty Manash,Kumar Jyant

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference25 articles.

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3. Practical estimates of rock mass strength;Hoek;Int J Rock Mech Min Sci,1997

4. Hoek E, Carranza-Torres C, Corkum B. Hoek–Brown failure criterion-2002 edition. In: Proceedings of the North American rock mechanics society meeting in Toronto; 2002.

5. Back analysis in rock engineering;Sakurai,1993

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