CENTRIFUGE MODELING OF CYCLIC LATERAL RESPONSE OF PILE-CAP SYSTEMS AND SEAT-TYPE ABUTMENTS IN DRY SAND.

No abstract provided.

Record URL:
- https://rosap.ntl.bts.gov/view/dot/15642
Supplemental Notes:
- XXIV, 201 P.: ILL.; INCLUDES BIBLIOGRAPHICAL REFERENCES (P. 195-201). MULTIDISCIPLINARY CENTER FOR EARTHQUAKE ENGINEERING RESEARCH (U.S.) TECHNICAL REPORT; MCEER 98-0010 "OCTOBER 2, 1998."
Corporate Authors:
Multidisciplinary Center for Earthquake Engineering Research

State University of New York, 107 Red Jacket Quadrangle, P.O. Box 610025
Buffalo, NY United States 14261-0025
Authors:
- GADRE, ANIRUDDHA D
- Dobry, Ricardo
Publication Date: 1998

Language

TRT Terms: Bridge foundations; Bridge piers; Bridges; Earthquake resistant design; Mathematical models; Sandy soils; Soil mechanics; Soil structure interaction
Subject Areas: Bridges and other structures; Geotechnology;