Drivability of Glass FRP Composite Piling

Author:

Ashford Scott A.123,Jakrapiyanun Warrasak123

Affiliation:

1. Member, ASCE

2. Asst. Prof., Dept. of Struct. Engrg., Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085. E-mail: sashford@ucsd.edu

3. Grad. Student Res., Dept. of Struct. Engrg., Univ. of California, San Diego, La Jolla, CA 92093-0085.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference7 articles.

1. ASCE. ( 1997). “Standard guidelines for the design and installation of pile foundations.” ASCE 20-96 Reston Va.

2. Goble G. G. and Rausche F. ( 1987). “Wave equation analysis of pile foundations WEAP 87 program ” Rep. No. FHWA-IP-86-19 Federal Highway Administration Washington D.C.

3. Heinz R. ( 1993). “Plastic piling.” Civ. Engrg. ASCE 63(4) 63–65.

4. State of the Practice Review in FRP Composite Piling

5. Lindsay K. ( 1996). “Composite piling market heats up.” Compos. Des. and Application Summer 12–13.

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