A numerical procedure for the analysis of the hydromechanical coupling in fractured rock masses-Reference-Cited by-同舟云学术

A numerical procedure for the analysis of the hydromechanical coupling in fractured rock masses

Published:1998-11 Issue:11 Volume:22 Page:867-901
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:

Duarte Azevedo I. C.,Vaz L. E.,Vargas E. A.

Publisher

Wiley

Subject

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

Reference27 articles.

1. Time-dependent multilaminate model of rocks—a numerical study of deformation and failure of rock masses

2. Strength, deformation and conductivity coupling of rock joints

3. ‘A numerical procedure for the analysis of the hydromechanical coupling in fractured rock masses’, Ph. D. Thesis (in Portuguese), Catholic University, Rio de Janeiro, Brazil, 1994.

4. ‘Coupled behaviour of rock joints’, Proc. Int. Symp. on Rock Joints, Leon, Norway, 1990, pp. 505-518.

5. ‘Development and application of numerical models to simulate the behaviour of fractured rock masses’, Ph.D. Thesis, University of London, 1982.

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Stability of Monolithic Gravity Dam Located on Heterogeneous Rock Foundation;Arabian Journal for Science and Engineering;2017-07-25

2. Investigating of chemical effects on rock fracturing using extended finite element method;Theoretical and Applied Fracture Mechanics;2017-06

3. Numerical modeling and validation for 3D coupled-nonlinear thermo-hydro-mechanical problems in masonry dams;Computers & Structures;2017-01

4. Coupled stress–seepage analysis of Karun III concrete arch dam;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2013-10

5. Coupled HM analysis using zero-thickness interface elements with double nodes. Part I: Theoretical model;International Journal for Numerical and Analytical Methods in Geomechanics;2008-12-25