Driveability of FRP Composite Piling
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 2
Abstract
Fiber-reinforced polymer (FRP) composites represent an alternative construction material without many of the performance disadvantages of traditional materials. Although composite materials present a number of difficulties related to pile driving, including low stiffness, high damping, and low strength, the use of FRP as a pile material can eliminate deterioration problems of conventional piling materials in waterfront environments and aggressive soils. This paper is a theoretical parametric study of the effect of various pile properties and soil conditions on the driveability of FRP composite piling in a typical waterfront site. All analyses performed show that composite piling could be driven to reasonable capacities for load-bearing piles. The parameters studied include the effect of pile modulus, damping ratio, unit weight, residual stresses, and hammer type on the efficiency of driving of FRP piling relative to conventional piling materials.
Get full access to this article
View all available purchase options and get full access to this article.
References
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.
Frost, J. D., and Han, J. (1999). “Behavior of interfaces between fiber-reinforced polymers and sands.”J. Geotech. and Geoenvir. Engrg., ASCE, 125(8), 633–640.
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.
6.
Hannigan, P., Goble, G., Thendean, G., and Likins, G. ( 1997). “Design and construction of driven pile foundations—Volume II.” FHWA Rep. No. HI-97-014, Federal Highway Administration, Washington, D.C.
7.
Horeczko, G. ( 1995). “Marine application of recycled plastics.” Proc., 13th Struct. Congr., M. Sanayei, ed., Vol. 1, ASCE, New York, 834–837.
8.
Iskander, M. G., and Hassan, M. (1998). “State of the practice review in FRP composite piling.”J. Compos. for Constr., ASCE, 2(3), 116–120.
9.
Iskander, M. G., and Hassan, M. (2001). “Accelerated degradation of recycled plastic piling in aggressive soils.”J. Compos. for Constr., ASCE, in press.
10.
Iskander, M., and Stachula, A. ( 1999). “FRP composite polymer piling: An alternative to timber piling for water front application.” Geotech. News, 4(Dec.), 27–31.
11.
Lampo, R. ( 1999). “Standards boost an industry.” ASTM Standardization News, ASTM, 27(7), 22–26.
12.
Lampo, R. G. ( 1995). “Recycled plastics as an engineered material.” Proc., 13th Struct. Congr., M. Sanayei, ed., Vol. 1, ASCE, New York, 815–818.
13.
Lampo, R., et al. ( 1998). “Development and demonstration of FRP composite fender, load-bearing, and sheet piling systems.” Rep., Constr. Engrg. Res. Lab., U.S. Army Corps of Engineers.
14.
Loehr, E., Bowders, J., Owen, J., Sommers, L., and Liew, W. ( 2000). “Stabilization of slopes using recycled plastic pins.” Proc., 79th Ann. Transp. Res. Board Meeting, TRB Paper No. 00-1435, Washington, D.C.
15.
Pile Dynamics, Inc. (PDI). ( 1998). GRLWEAP wave equation analysis of pile driving, user manual, Cleveland.
16.
Stachula, A. ( 1999). “Driveability of FRP composite piling.” MSc thesis, Polytechnic University, New York.
17.
U.S. Naval Facilities Design Manual No. 7 (NAVFAC DM7). ( 1986). U.S. Naval Facilities Engineering Command, Alexandria, Va.
Information & Authors
Information
Published In
History
Received: Mar 10, 2000
Published online: Feb 1, 2001
Published in print: Feb 2001
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.