Wave Equation Analyses of Fiber-Reinforced Polymer Composite Piling
Author:
Affiliation:
1. Associate Professor, Polytechnic Univ., 6 Metrotech Center, Brooklyn, NY 11201.
2. Engineer, Port Authority of New York and New Jersey, 1 World Trade Center, New York, NY 10048.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282002%296%3A2%2888%29
Reference13 articles.
1. Drivability of Glass FRP Composite Piling
2. Behavior of Interfaces between Fiber-Reinforced Polymers and Sands
3. Goble G. G. and Rausche F. (1987). “Wave equation analysis of pile foundations: WEAP86 program—1987 Issue.” FHWA Rep. No. IP-86-19 Federal Highway Administration Washington D.C.
4. GRL. (1993). “Dynamic pile measurements Albion training wall PPI marker pile.” Rep. No. 936011 Prepared for HBT AGRA Ltd. Cleveland.
5. Gwyn W. (1996). “Dynamic pile testing Composite marine pilings Nashville Avenue C wharf Port of New Orleans.” Rep. No. EE14277 prepared for Seaward International Eustis Engineering Company Metairie La.
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