SPECIAL ISSUE EDITORS: Chandrakant S. Desai, Musharraf M. Zaman, and D. N. Singh
May 2, 2011

Large-Scale Numerical Modeling in Geotechnical Earthquake Engineering

Publication: International Journal of Geomechanics
Volume 11, Issue 6

Abstract

Calibration, on the basis of data from centrifuge and shake table experiments, continues to promote the development of more accurate computational models. Capabilities such as coupled solid–fluid formulations and nonlinear incremental-plasticity approaches allow for more realistic representations of the involved static and dynamic/seismic responses. In addition, contemporary high-performance parallel computing environments are permitting new insights, gained from analyses of entire ground-foundation-structural systems. On this basis, the horizon is expanding for large-scale numerical simulations to further contribute toward the evolution of more accurate analysis and design strategies. The studies presented in this paper address this issue through recently conducted three-dimensional (3D) representative research efforts that simulate the seismic response of (1) a shallow-foundation liquefaction countermeasure, (2) a pile-supported wharf, and (3) a full bridge-ground system. A discussion of enabling tools for routine usage of such 3D simulation environments is also presented, as an important element in support of wider adoption and practical applications. In this regard, graphical user interfaces and visualization approaches can play a critical role.

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Acknowledgments

This research was supported by the Pacific Earthquake Engineering Research (PEER) Center, under the National Science Foundation Award Number NSFEEC-9701568, and by the National Science Foundation (Grant Nos. NSFCMS-0200510 and NSFOCI-0749227). Additional funding was also provided by National Science Foundation (NSF) through computing resources provided by the San Diego Supercomputer Center (SDSC). The wharf geometric layout information provided by Dr. Arul K. Arulmoli, Principal, Earth Mechanics, Inc., is gratefully appreciated. Finally, Mr. Atul Nayak of SDSC played a leadership role in developing the presented Immersaview visualizations.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 11Issue 6December 2011
Pages: 490 - 503

History

Received: Oct 17, 2009
Accepted: Apr 29, 2011
Published online: May 2, 2011
Published in print: Dec 1, 2011

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Jinchi Lu, M.ASCE [email protected]
Assistant Project Scientist, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085. E-mail: [email protected]
Ahmed Elgamal, M.ASCE [email protected]
Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085 (corresponding author). E-mail: [email protected]
Linjun Yan, M.ASCE [email protected]
Senior Engineer, Tobolski Watkins Engineering, Inc., 3710 Ruffin Road, San Diego, CA 92123. E-mail: [email protected]
Kincho H. Law, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Stanford Univ. Stanford, CA 94305-4020. E-mail: [email protected]
Joel P. Conte, M.ASCE [email protected]
Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085. E-mail: [email protected]

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