System Reliability of Concrete Dams with Respect to Foundation Stability: Application to a Spillway-Reference-Cited by-同舟云学术

System Reliability of Concrete Dams with Respect to Foundation Stability: Application to a Spillway

Published:2013-02 Issue:2 Volume:139 Page:308-319
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Westberg Wilde Marie¹,Johansson Fredrik²

Affiliation:

1. ÅF Industry AB, Frösundaleden 2A, SE-169 99 Stockholm, Sweden.

2. Assistant Professor, Div. of Soil and Rock Mechanics, Dept. of Civil and Architectural Engineering, Royal Institute of Technology (KTH), Brinellv. 23, SE-100 44 Stockholm, Sweden (corresponding author).

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.1943-5606.0000761

Reference48 articles.

1. Probabilistic finite element analysis of concrete gravity dams

2. Barton N. and Bandis S. C. (1982). “Effects of block size on the shear behavior of jointed rock.” Proc. 23rd U.S. Symposium on Rock Mechanics Berkeley CA 739–760.

3. The shear strength of rock joints in theory and practice

4. Baylosis R. and Bennett R. (1989). “Safety assessment of an existing concrete gravity dam.” Proc. 5h Int. Conf. on Structural Safety and Reliability A. S. H. Ang M. Shinozuka and G. I. Schuëller eds. ASCE Reston VA 279–286.

5. Bury K. V. and Kreuzer H. (1985). “Assessing the failure probability of gravity dams.” International Water Power Dam Construct. 37(11) 46–50.

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