Seismic Deformation Analysis of Embankment Dams Using Simplified Total-Stress Approach-Reference-Cited by-同舟云学术

Seismic Deformation Analysis of Embankment Dams Using Simplified Total-Stress Approach

Published:2019-10 Issue:10 Volume:145 Page:04019076
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lee Kevin Zeh-Zon¹^ORCID,Jensen Navead²^ORCID,Gillette David R.³,Wittwer Derek T.³

Affiliation:

1. Civil Engineer, Technical Service Center, US Dept. of the Interior, Bureau of Reclamation, P.O. Box 25007, Denver, CO 80225-0007 (corresponding author). ORCID: .

2. Civil Engineer, Technical Service Center, US Dept. of the Interior, Bureau of Reclamation, P.O. Box 25007, Denver, CO 80225-0007. ORCID: .

3. Civil Engineer, Technical Service Center, US Dept. of the Interior, Bureau of Reclamation, P.O. Box 25007, Denver, CO 80225-0007.

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.1943-5606.0002135

Reference54 articles.

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2. Earthquake-induced ground displacements

3. Arulanandan K. M. Manzari X. Zeng M. Fagan and R. F. Scott. 1995. “Significance of the VELACS project to the solution of boundary value problems in geotechnical engineering.” In Proc. 3rd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics 825–832. Rolla MO: Univ. of Missouri Rolla.

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