Soil-Foundation-Structure Behavior at the Oakland Outer Harbor Wharf-Reference-Cited by-同舟云学术

Soil-Foundation-Structure Behavior at the Oakland Outer Harbor Wharf

Published:1996-01 Issue:1 Volume:1546 Page:100-111
ISSN:0361-1981
Container-title:Transportation Research Record: Journal of the Transportation Research Board
language:en
Short-container-title:Transportation Research Record

Author:

Norris G.¹,Siddharthan R.¹,Zafir Z.²,Abdel-Ghaffar S.³,Gowda P.⁴

Affiliation:

1. Department of Civil Engineering/258, University of Nevada, Reno, Nev. 89557.

2. Kleinfelder, 7133 Koll Center Parkway, Suite 100, Pleasanton, Calif. 94566.

3. Greiner, Inc., 1380 Lead Hill Road, Suite 100, Roseville, Calif. 95661.

4. California Department of Transportation, State Building, Room 205, 247 W. 3rd Street, San Bernardino, Calif. 92402.

Abstract

The California Strong Motion Instrumentation Program's Loma Prieta records at Oakland Outer Harbor Wharf maybe used to study the free-field motions, the possible softening of soils surrounding the piles supporting the instrumented wharf, the determination of the motion on the instrumented wharf using free-field motion input and deflection-compatible lateral and vertical pile foundation stiffnesses, and conditions under which a soil-foundation interaction failure or structural failure of the batter piles might have developed.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://journals.sagepub.com/doi/pdf/10.1177/0361198196154600112

Reference13 articles.

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1. SHAKING TABLE TESTS FOR DYNAMIC RESPONSE OF A WHARF WITH COUPLED BATTER PILES;Doboku Gakkai Ronbunshu;2001-07-21