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Compressive Creep Properties of Reinforced Soil Mixture  

이상호 (경북대학교 농업생명과학대학)
차현주 (경북대학교 대학원)
김철영 (경북대학교 대학원)
Publication Information
Magazine of the Korean Society of Agricultural Engineers / v.44, no.6, 2002 , pp. 115-123 More about this Journal
Abstract
This study was performed to provide basic data for development and construction of reinforced soil wall that mixed with reinforcements such as calcium carbonate, monofilament fiber. In order to determine proper moisture content and mixing ratio by weight of reinforcement, Poisson's ratio and compressive strength tests for sandy soil had been conducted. Model tests for long-term behavior of reinforced soil wall were carried out to investigate the effect of reinforcement during loads and under static loads. The results of creep and model tests for sandy soil compared with clayey soil. Reinforced sandy soil mixed with calcium carbonate and cement showed brittle rupture by shear but that of mixed with monofilament fiber showed ductile rupture due to the tension force of fiber. It was shown that when age increased, creep strain of reinforced soil under sustained load approached constant values.
Keywords
Monofilament fiber; Reinforced soil mixture; Poisson′s ratio; Compressive strength; LVDT;
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  • Reference
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