Seismic Elastic Response of Earth Dams with Canyon Interaction
Author:
Affiliation:
1. Members, ASCE
2. Res. Assoc. and Lect., Dept. of Civ. and Envir. Engrg., Carnegie Mellon Univ., Pittsburgh, PA 15213.
3. Prof. and Dir., Computational Mech. Lab., Dept. of Civ. and Envir. Engrg., Carnegie Mellon Univ., Pittsburgh, PA 15213.
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%291090-0241%282001%29127%3A5%28446%29
Reference24 articles.
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2. “Vibration tests of a full-scale earth dam.”;Abdel-Ghaffar A. M.;J. Geotech. Engrg. Div.,1981
3. Ambraseys N. N. ( 1960). “On the shear response of a two-dimensional wedge subjected to an arbitrary disturbance.” Bull. Seismological Soc. Am. 50(1) 45–56.
4. Bao H. Bielak J. Ghattas O. Kallivokas L. F. O'Hallaron D. R. Shewchuk J. R. and Xu J. ( 1998). “Large-scale simulation of elastic wave propagation in heterogeneous media on parallel computers.” Computational Methods in Appl. Mech. Engrg. 152 85–102.
5. Barry A. Bielak J. and MacCamy R. C. ( 1988). “On absorbing boundary conditions for wave propagation.” J. Computational Phys. 79 449–468.
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