Soil Rocking and Seismic Design Implications for Retaining Walls: Numerical Modeling Considerations from Analyzing a Centrifuge Test-Reference-Cited by-同舟云学术

Soil Rocking and Seismic Design Implications for Retaining Walls: Numerical Modeling Considerations from Analyzing a Centrifuge Test

Published:2024-02-22 Issue: Volume:91 Page:430-439
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Container-title:Geo-Congress 2024
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Author:

Sadeghi Kamyar¹²³,Westcott Joelle¹²³,Madabhushi Srikanth S. C.¹²³

Affiliation:

1. Ph.D. Student, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO.

2. M.S. Student, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO.

3. Assistant Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485316.045

Reference20 articles.

1. Kinematic Framework for Evaluating Seismic Earth Pressures on Retaining Walls

2. Boundary effects in dynamic centrifuge model tests;Campbell D. J.;Centrifuge,1991

3. Seismic passive resistance by pseudo-dynamic method

4. Numerical Assessment of the Lateral Earth Pressure Coefficient in the Design of Flexible Retaining Structures;Cocuzza M.;Journal of Geotechnical and Geoenvironmental Engineering,2018

5. Dynamic stress wave reflections/attenuation: Earthquake simulation in centrifuge soil models

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