Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Executive Summary. Phase 2C

Caliendo, J. A.; Anderson, L. R.; Moss, R. E. S.; Rawlings, Mark; University Transportation Centers Program (U.S.)

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Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Executive Summary. Phase 2C

1999-02-01
By Caliendo, J. A. ; Anderson, L. R. ; Moss, R. E. S. ; ...

[PDF-281.93 KB]

English

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Creators:

Caliendo, J. A. ; Anderson, L. R. ; Moss, R. E. S. ; Rawlings, Mark

Caliendo, J. A. ; Anderson, L. R. ; Moss, R. E. S. ; Rawlings, Mark Less -
Corporate Creators:

University Transportation Centers Program (U.S.)
Corporate Contributors:

Mountain Plains Consortium ; Utah State University. Department of Civil and Environmental Engineering

Mountain Plains Consortium ; Utah State University. Department of Civil and Environmental Engineering Less -
Subject/TRT Terms:

[+]

Bearing Piles Bridge Piers Clay Soils Loads(Forces) Pile Groups Piles (Supports) Pile Structures Seismic Response Test Equipment Test Facilities
Publication/ Report Number:

MPC-99-99C
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

Mountain Plains Consortium
Abstract:

In certain regions of the world, designing deep foundations to withstand seismic loading is a reality. Seismic loading of structures and foundations reaches its most critical state as a cyclic lateral force. The response of soils and foundations to repeti;See also Phase 2B, PB99-140584. Prepared in cooperation with Utah State Univ., Logan. Dept. of Civil and Environmental Engineering. Sponsored by Department of Transportation, Washington, DC. University Transportation Centers Program.;pg 30
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PDF
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:bc90932a793e3fe6d83dd75bc15fee66d37da3582c9e1421048bff97aeb44a96
Download URL:

https://rosap.ntl.bts.gov/view/dot/49452/dot_49452_DS1.pdf
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Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Executive Summary. Phase 2C

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