Model Tests of Strip Foundation with FRP Reinforced Sand Grounds

Chong Xi Bai; Qiang Fu

doi:10.4028/www.scientific.net/AMM.501-504.43

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Model Tests of Strip Foundation with FRP...

Model Tests of Strip Foundation with FRP Reinforced Sand Grounds

Abstract:

Fiber reinforced polymer (FRP) materials have good performance such as high strength, high modulus, corrosive resistance, and so on. FRP materials can be used to reinforced reinforcement effects significantly and improve durability of traditional reinforcements. A series of model tests were conducted on foundations reinforced with horizontal FRP reinforcemens. The influence of reinforcement modes on bearing capacity, settlement, strain of FRP and earth pressure were analyzed. From the test results, it was shown that the FRP reinforcement can significantly increase the bearing capacity and reduce the settlement, especially for double-layer reinforcement. And the effects of the anchoring inclusions were little, as compared with the reinforcements.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

43-46

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.43

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Online since:

January 2014

Authors:

Chong Xi Bai*, Qiang Fu

Keywords:

Bearing Capacity, FRP Reinforced Grounds, Model Test, Settlement, Strip Foundation

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