Undrained Behaviour of Clay Reinforced with Surplus Carpet Fibres
نویسندگان
چکیده
A collaborative research programme between University of Bolton and Bradford University is investigating the effect of surplus carpet fibres on the strength as well as other important geotechnical properties of cohesive soils. Initial work concentrates on the manner in which the fibres affect the quick undrained properties of the reinforced soil. Four different surplus carpet fibre types are being used during the study (most popular in United Kingdom) mainly containing fibres from “top-finishing” and “shredded segments” of carpets.
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