An Alternative Approach to Dynamic Earth Pressure Coefficients to Improve the Seismic Limit State Design of Earth-Retaining Structures-Reference-Cited by-同舟云学术

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An Alternative Approach to Dynamic Earth Pressure Coefficients to Improve the Seismic Limit State Design of Earth-Retaining Structures

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Madabhushi Srikanth S. C.¹^ORCID,Westcott Joelle²^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental and Architectural Engineering, College of Engineering and Applied Sciences, Univ. of Colorado Boulder, 1111 Engineering Dr., Boulder, CO 80309 (corresponding author). ORCID: .

2. Master’s Student, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado Boulder, 1111 Engineering Dr., Boulder, CO 80309. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12243

Reference64 articles.

1. Seismic Earth Pressures on Cantilever Retaining Structures

2. Al-Atik L. and N. Sitar. 2009. “Seismically induced lateral earth pressures: A new approach.” In Proc. 17th Int. Conf. on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering 1417–1420. Amsterdam Netherlands: IOS Press.

3. Comparison between fe prediction and results from dynamic centrifuge tests on tilting gravity walls

4. Use of EPS geofoam compressible inclusions for reducing the earthquake effects on yielding earth retaining structures

5. Phasing issues in the seismic response of yielding, gravity-type earth retaining walls – Overview and results from a FEM study

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