Modifications to an elasto-visco-plastic constitutive model for prediction of creep deformation of rock samples-Reference-Cited by-同舟云学术

Modifications to an elasto-visco-plastic constitutive model for prediction of creep deformation of rock samples

Published:2015-12 Issue:6 Volume:55 Page:1364-1371
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Fahimifar Ahmad,Karami Mojtaba,Fahimifar Asghar

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference32 articles.

1. Time dependent deformations in squeezing tunnels;Barla;Int. J. Geoeng. Case Hist.,2010

2. Time Effects in Rock Mechanics;Cristescu,1998

3. Theoretical model and solution for the rheological Problem of anchor-grouting a soft rock tunnel;Dai;Int. J. Press. Vessels Pip.,2004

4. Nonlinear analysis of stress and strain in soils;Duncan;J. Soil Mech. Found. Div.,1970

5. Erichsen, C., Werfling, J. 2003. Stability of underground openings in rock salt. ISRM–Technology roadmap for rock mechanics, South African Institute of Mining and Metallurgy.

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