Experimental Study on Interface Behaviour between Soil and FRP Composite


Authors : S. Sidhardhan, M. Mohamed Younus, I. Suma .

Volume/Issue : Volume 3 - 2018, Issue 10 - October

Google Scholar : https://goo.gl/DF9R4u

Scribd : https://goo.gl/1KDFS1

Thomson Reuters ResearcherID : https://goo.gl/KTXLC3

Piles are generally used to transmit vertical loads to the ground. A new trend in foundation is to use a fiber reinforced polymer composite materials as a substitute in piling system. This experimental study presents the performance of FRP wrapping and unconfined piles subjected to vertical loads. Three RC piles with various surfaces were cast with the same reinforcement details to study the behavior of RC piles with fiber reinforced polymers under vertical loading conditions. The parameters that are varied in this investigation are wrapping materials (which include Glass, carbon, Aramid, basalt, polypropylene fiber reinforced polymers) and orientation of fiber (along the length and circumference).

Keywords : Fiber Reinforced polymer, warping material, soil characteristic, direct shear test, pile load test.

CALL FOR PAPERS


Paper Submission Last Date
31 - December - 2021

Paper Review Notification
In 1-2 Days

Paper Publishing
In 2-3 Days

Never miss an update from Papermashup

Get notified about the latest tutorials and downloads.

Subscribe by Email

Get alerts directly into your inbox after each post and stay updated.
Subscribe
OR

Subscribe by RSS

Add our RSS to your feedreader to get regular updates from us.
Subscribe