Comparative Study of the Hydromechanical Behavior of Intact, Horizontally Jointed, and Vertically Jointed Rocks under Undrained Conditions-Reference-Cited by-同舟云学术

Comparative Study of the Hydromechanical Behavior of Intact, Horizontally Jointed, and Vertically Jointed Rocks under Undrained Conditions

Published:2016-09 Issue:9 Volume:28 Page:04016083
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wasantha P. L. P.¹,Ranjith P. G.²,Viete D. R.³

Affiliation:

1. Postdoctoral Research Fellow, Geotechnical Institute, TU Bergakademie Freiberg, Gustav-Zeuner-Str. 1, 09599 Freiberg, Germany (corresponding author).

2. Professor, Deep Earth Energy Laboratory, Dept. of Civil Engineering, Monash Univ., Building 60, Melbourne, VIC 3800, Australia.

3. International Junior Research Fellow, Dept. of Earth Sciences, Durham Univ., Durham DH1 3LE, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001591

Reference41 articles.

1. Pore Pressure Effects on Berea Sandstone Subjected to Experimental Deformation

2. Review of a new shear-strength criterion for rock joints

3. Effects of bedding and foliation on mechanical anisotropy, damage evolution and failure mode

4. Modelling of intact and jointed mudstone samples under uniaxial and triaxial compression

5. Clark I. H. (2006). “Simulation of rock mass strength using ubiquitous joints.” Proc. 4th Int. FLAC Symp. Numerical Modeling in Geomechanics R. Hart and P. Varona eds. Itasca Consulting Group Minneapolis.

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