Performance Enhancement of Three-Dimensional Soil Structure Model via Optimization for Estimating Seismic Behavior of Buried Pipelines

Author:

Ichimura Tsuyoshi12,Fujita Kohei12,Yoshiyuki Atsushi2,Quinay Pher Errol3,Hori Muneo12,Sakanoue Takashi4

Affiliation:

1. Earthquake Research Institute, The University of Tokyo, 1-1-1 & Bunkyo-ku, Tokyo 113-0032, Japan

2. Department of Civil Engineering, The University of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan

3. Institute of Civil Engineering, University of the Philippines-Diliman, Diliman, Quezon City, Metro Manila, Philippines

4. Tokyo Gas Co., Ltd, 1-5-20 Kaigan, Minato-ku, Tokyo 105-8527, Japan

Abstract

Damage to buried pipelines due to complex ground responses has been reported at residential development sites and valley plains with complex ground structures. Three-dimensional (3D) ground amplification analyses using 3D, nonlinear, finite-element methods may be effective in predicting such damage; however, it is often difficult to construct ground structures that are capable of reproducing observational characteristics. In this paper, we propose a 3D ground structure optimization method using a 3000[Formula: see text] forward finite-element dynamic analysis with approximately 0.27 million degrees of freedom, enabled by combining an automated 3D finite-element model-generation method and a fast 3D finite-element wave propagation analysis method. This optimization method is capable of estimating 3D ground structure models that can reproduce observational data characteristics. The effectiveness of the method is shown through an illustrative example.

Publisher

World Scientific Pub Co Pte Lt

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Oceanography

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