Centrifuge modeling of cyclic lateral response of pile-cap systems and seat-type abutments in dry sands

Gadre, A. D.; Dobry, R.

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Centrifuge modeling of cyclic lateral response of pile-cap systems and seat-type abutments in dry sands

1998-10-02
By Gadre, A. D. ; Dobry, R.

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Creators:

Gadre, A. D. ; Dobry, R.
Corporate Contributors:

Multidisciplinary Center for Earthquake Engineering Research (U.S.) ; Rensselaer Polytechnic Institute. Department of Civil and Environmental Engineering ; United States. Federal Highway Administration
Subject/TRT Terms:

Abutments Bridge Engineering Centrifuging Cyclic Loads Earthquake Engineering Finite Element Analysis Lateral Pressure Pile Structures Sand Sands Seismic Design Structural Analysis
Publication/ Report Number:

MCEER-98-0010
Resource Type:

Research Paper
Corporate Publisher:

Multidisciplinary Center for Earthquake Engineering Research (U.S.)
Abstract:

This report presents the results of slow, cyclic, lateral-loading centrifuge tests performed on models of pile-cap foundation systems and seat-type bridge abutements in dry Neveda sand of 75% relative density to study the lateral response of these systems.
Format:

PDF
Funding:

DTFH61-92-C-00112
Collection(s):

US Transportation Collection
Main Document Checksum:

urn:sha256:87eb3b83f8560fddae66e35c1ab26d58e514f985c71c7c1cf8ac763011595b7c
Download URL:

https://rosap.ntl.bts.gov/view/dot/15642/dot_15642_DS1.pdf
File Type:

[PDF - 9.27 MB ]

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