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Solid mechanics / Deep foundation / Pile integrity test / Wave equation analysis / Buckling / Stress analysis / Strength of materials / Column / Pile driver / Geotechnical engineering / Mechanics / Civil engineering


Behavior of Fiber-Reinforced Polymer Composite Piles Under Vertical Loads PUBLICATION NO. FHWA-HRT[removed]Research, Development, and Technology
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Document Date: 2006-08-04 13:18:00


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File Size: 1,97 MB

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City

New Orleans / Lancaster / Brooklyn / San Diego / Port Elizabeth / New York / Springfield / /

Company

Lancaster Composite Inc. / Plastic Piling Inc. / Empire State Development Corporation / Seaward International Inc. / Composite Inc. / Technology Turner-Fairbank / /

Event

Diplomatic Relations / /

Facility

Pike McLean / Urban Utility Center Polytechnic University / Port of Elizabeth / Port of New Orleans / Nashville Avenue Marine Terminal / Port Authority / Metrotech Center / Fiberglass bar / Technology Turner-Fairbank Highway Research Center / U.S. Navy Pier / /

IndustryTerm

fiberglass bars / steel bars / steel piles / disintegrated fiberglass parts / pile driving equipment / fiberglass / demonstration site / distributed fiberglass / steel / energy / /

Organization

New York State Department of Transportation / Port Authority of New York and New Jersey / TABLE OF CONTENTS CHAPTER / U.S. Government / Federal Highway Administration / Port Authority of New York / National Technical Information Service / Urban Utility Center Polytechnic University / Period Covered Office / U.S. Department of Transportation / United States Navy / Critical Buckling Force / Work Unit / /

Person

Carl Ealy / Gary L. Henderson / Uri Komornik / Ilan Juran / /

Position

Director / Office / Supplementary Notes Contracting Officer / Technical Representative / /

ProvinceOrState

New Jersey / Virginia / New York / /

Technology

PDA / /

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