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Jul 11, 2012

Sensitivity of the Seismic Response of a Deeply Embedded Structure with Backfilled Construction Clearances

Publication: Structures Congress 2012

Abstract

The configuration of backfilled construction clearances may significantly impact the seismic response of an embedded structure. At rock sites where the free-field consists of a rigid rock profile, it is anticipated that a more flexible backfill, surrounding the embedded portion of the structure, will alter the seismic motion transferred to the structure. In this paper, the Soil-Structure Interaction (SSI) response of a deeply embedded massive structure is computed with backfill explicitly modeled and with the backfill neglected. These seismic responses are compared and a determination on the sensitivity of seismic response due to backfill modeling techniques, for the case considered, is presented in this paper.

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Go to Structures Congress 2012
Structures Congress 2012
Pages: 2246 - 2256

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Published online: Jul 11, 2012

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L. M. Anderson [email protected]
Bechtel National, Inc., 5275 Westview Drive, Frederick, MD 21703. E-mail: [email protected]
M. D. McHood [email protected]
Bechtel Power, Corp., 5275 Westview Drive, Frederick, MD 21703. E-mail: [email protected]

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