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contributor authorNilo Cesar Consoli
contributor authorMichéle Dal Casagrande
contributor authorMatthew Richard Coop
date accessioned2017-05-08T21:28:06Z
date available2017-05-08T21:28:06Z
date copyrightNovember 2005
date issued2005
identifier other%28asce%291090-0241%282005%29131%3A11%281434%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52622
description abstractHigh-pressure isotropic compression tests were carried out on samples of a uniform fine sand at different initial specific volumes, reinforced with randomly distributed polypropylene fibers (0.5% by weight, 24 mm in length and 0.023 mm thick), as well as on a nonreinforced sand specimen. Analysis of the results identified changes in the isotropic compression behavior due to the random inclusion of fibers into the sand. Two distinct and parallel normal compression lines were observed for the fiber-reinforced and nonreinforced sand. The fibers were exhumed after testing and it was found that fibers had both extended and broken, indicating that the fibers tend to suffer large plastic tensile deformations before breaking and that the fibers act under tension even in isotropic compression.
publisherAmerican Society of Civil Engineers
titleEffect of Fiber Reinforcement on the Isotropic Compression Behavior of a Sand
typeJournal Paper
journal volume131
journal issue11
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2005)131:11(1434)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 011
contenttypeFulltext


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