Driveability of FRP Composite Piling

Author:

Iskander Magued G.12345,Hanna Sherif12345,Stachula Anna12345

Affiliation:

1. P.E., Member, ASCE

2. Student Member, ASCE

3. Associate Member, ASCE

4. Asst. Prof., Polytechnic Univ., 6 MetroTech Ctr., Brooklyn, NY 11201.

5. Grad. Res. Asst., Polytechnic Univ., 6 MetroTech Ctr., Brooklyn, NY.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference17 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). ( 1996). Standard specifications for highway bridges 16th Ed. Washington D.C.

2. Ashford S. and Jakrapiyanun W. ( 1998). “Driveability of innovative pile foundations.” Preprint No. 981372 77th Annu. TRB Meeting Transportation Research Board (TRB) Washington D.C.

3. Behavior of Interfaces between Fiber-Reinforced Polymers and Sands

4. Goble G. G. and Rausche F. ( 1987). “Wave equation analysis of pile foundations Vols. 1–4.” FHWA Rep. No. IP-86-19 Federal Highway Administration Washington D.C.

5. GRL ( 1993). “Dynamic pile measurements Albion Training Wall PPI marker pile.” Rep. No. 936011 Submitted to HBT AGRA Ltd. British Columbia Canada Goble Raushe Likins & Associates Cleveland.

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