On the implementation and validation of a three‐dimensional pressure‐dependent bounding surface plasticity model for soil nonlinear wave propagation and soil‐structure interaction analyses-Reference-Cited by-同舟云学术

On the implementation and validation of a three‐dimensional pressure‐dependent bounding surface plasticity model for soil nonlinear wave propagation and soil‐structure interaction analyses

Published:2021-02-04 Issue:8 Volume:45 Page:1091-1119
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:International Journal for Numerical and Analytical Methods in Geomechanics

Author:

Zhang Wenyang¹^ORCID,Lim Keng‐Wit²,Ghahari S. Farid¹,Arduino Pedro³^ORCID,Taciroglu Ertugrul¹^ORCID

Affiliation:

1. Department of Civil & Environmental Engineering University of California Los Angeles California USA

2. Engineering Mechanics & Infrastructure Division Simpson Gumpertz & Heger Inc. Los Angeles California USA

3. Department of Civil & Environmental Engineering University of Washington Seattle Washington USA

Funder

Southern California Earthquake Center

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3194

Reference35 articles.

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2. Simplified Model for Small-Strain Nonlinearity and Strength in 1D Seismic Site Response Analysis

3. ARCS: A one dimensional nonlinear soil model for ground response analysis

4. SchanzT VermeerP BonnierP. The hardening soil model: formulation and verification.Beyond 2000 in Computational Geotechnics.1999:281‐296.

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