Evaluation of Pile Response Due to Liquefaction - Induced Lateral Spreading of the Ground

Dobry, R.; Abdoun, T.; O'Rourke, T.D.

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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.

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Evaluation of Pile Response Due to Liquefaction - Induced Lateral Spreading of the Ground

1996-07-01
By Dobry, R. ; Abdoun, T. ; O'Rourke, T.D.

English

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Details:

Creators:

Dobry, R. ; Abdoun, T. ; O'Rourke, T.D.

Dobry, R. ; Abdoun, T. ; O'Rourke, T.D. Less -
Subject/TRT Terms:

[+]

B-STRUCT Lateral Spreading Liquefied Soil Pressure Simulation Soil Mechanics Soil Structure Interaction Structural Analysis
Publication/ Report Number:

Report No: FHWA-RD-99-165
Resource Type:

In Collection
Abstract:

This paper reports a cooperative project between teams at Rensselaer Polytechnic Institute (RPI) and Cornell University to evaluate the effect of lateral spreading on pile foundations. Centrifuge tests of lateral spreading and the corresponding permanent bending moments measured in instrumented model piles conducted at RPI are used to study the problem and verify and calibrate Cornell University's computer program B-STRUCT. Individual piles and pile groups are investigated in a variety of pile and soil configurations. The paper reports in detail the results of Model 1, corresponding to the simulation of reinforced concrete piles that failed and developed two plastic hinges under the NFCH building in Niigata during the 1964 earthquake. References, figures. 10 p.
Format:

PDF
Collection(s):

Federal Highway Administration US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:9048a0051f63afa1c7138084b2b4a07443a567752a91604d406481db54d2da04322249e4170ed284df7d80a88b4a7e711c7f2ffb6fdc1ddb43c76b193d12ef1d
Download URL:

https://rosap.ntl.bts.gov/view/dot/13894/dot_13894_DS1.pdf
File Type:

[PDF-2.29 MB]