Deformation and Cracking of Seepage Barriers in Dams due to Changes in the Pore Pressure Regime-Reference-Cited by-同舟云学术

Deformation and Cracking of Seepage Barriers in Dams due to Changes in the Pore Pressure Regime

Published:2010-01 Issue:1 Volume:136 Page:16-25
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rice John D.¹²,Duncan J. Michael¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., Logan, UT.

2. Univ. Distinguished Professor Emeritus, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000241

Reference14 articles.

1. Clough G. W. and Duncan J. M. (1969). “Finite element analyses of Port Allen and Old River Locks.” Contract Rep. No. TE 69-3 (S-69-6) U.S. Army Eng. Waterways Experiment Station Corps Eng.

2. Influence of constituents of concrete on its tensile strength and shear strength;Desai S. B.;ACI Struct. J.,2004

3. Duncan J. M. Byrne P. M. Wong K. S. and Mabry P. (1980). “Strength stress-strain and bulk modulus parameters for finite element analyses of stresses and movements in soil masses.” Geotechnical Engineering Rep. No. UCB/GT/80-01 Univ. of California at Berkeley Berkeley Calif.

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