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

Gadre, A. D.; Dobry, R.

i

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.

Select the Download button to view the document

Please click the download button to view the document.

Details

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
Geographical Coverage:

United States
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:sha-512:cd64f878dcfea4ffa33731affb92fd2bf676a966724f4c565319de217ceb293197d5c007fb1c3ee335eae5937ea6938bad1d0286205bdfdbe7b1295f708143dd
Download URL:

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

[PDF - 9.27 MB ]

ON THIS PAGE

Details

ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.