Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Phase 2A

Caliendo, J. A.; Anderson, L. R.; Rawlings, Mark; Utah State University. Department of Civil and Environmental Engineering

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Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Phase 2A

1999-02-01
By Caliendo, J. A. ; Anderson, L. R. ; Rawlings, Mark

[PDF-4.07 MB]

English

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Creators:

Caliendo, J. A. ; Anderson, L. R. ; Rawlings, Mark

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

Utah State University. Department of Civil and Environmental Engineering
Corporate Contributors:

Mountain Plains Consortium ; University Transportation Centers Program (U.S.)

Mountain Plains Consortium ; University Transportation Centers Program (U.S.) Less -
Subject/TRT Terms:

[+]

Bearing Piles Bending Bridge Piers Calibration Clay Soils Cyclic Loads Cyclic Pressure Data Acquisition Data Collection Lateral Force Lateral Pressure Loads Loads(Forces) Model Tests Pile Groups Piles (Supports) Pile Structures Procedures Soil Properties Test Methods Tests
Publication/ Report Number:

MPC-99-99A
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

Mountain Plains Consortium
Abstract:

Lateral loading on pile groups often controls the design of these foundation systems, but their behavior when subjected to lateral loading is extremely difficult to predict. To compensate for this, factors of safety are increased, thus increasing the over;See also AD-A193 498, PB97-134407 and PB97-141311. 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 388
Format:

PDF
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:eddd4060390f6035348eb69413c44234ec691bfa9b31244fa5ec04f482b0920e
Download URL:

https://rosap.ntl.bts.gov/view/dot/49453/dot_49453_DS1.pdf
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Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Phase 2A

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