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- W2007450139 abstract "Soil is a material which is weak in tension; however, different materials such as geotextiles are used to address this inadequacy. In recent years more than one million square metres of geotextiles were used for reinforcing soil. Nevertheless, there are several significant problems associated with geotextiles, such as creep, low modulus of elasticity and susceptibility to aggressive environments. Carbon fibre reinforced polymer (CFRP) was introduced over two decades ago to the field of structural engineering and it can also be used in geotechnical engineering. CFRP has all the benefits associated with geotextiles and it boasts a higher strength, higher modulus, no creep and reliability in aggressive environments. In this investigation, the interface properties of CFRP-sand and fine sand were investigated using the pull-out test. The pull-out test device was designed and assembled using a triaxial loading device and a direct shear device. In the pull-out test, the normal force applied by the triaxial loadi..." @default.
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- W2007450139 date "2013-08-14" @default.
- W2007450139 modified "2023-09-26" @default.
- W2007450139 title "Laboratory study of soil-CFRP interaction using pull-out test" @default.
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- W2007450139 doi "https://doi.org/10.1080/17486025.2013.813650" @default.
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