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contributor authorLiu Jin;Bai Yuxia;Feng Qiao;Song Zezhuo;Wei Jihong;Sun Shaorui;Kanungo Debi Prasanna
date accessioned2019-02-26T07:48:30Z
date available2019-02-26T07:48:30Z
date issued2018
identifier other%28ASCE%29MT.1943-5533.0002541.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249537
description abstractStabilization methods have been widely used to enhance the strength properties of sand to meet the demands of geotechnical engineering. In this paper, a mixture of organic polymer stabilizer (OPS) and polypropylene fiber (PF) was used as the soil stabilizer to reinforce sand. Laboratory tests were used to study the strength properties of the reinforced sand. Mixtures with different proportions of 1%, 2%, 3%, and 4% OPS and .2%, .4%, .6%, and .8% PF were designed for these tests. The mechanism of incorporating reinforcement was studied by images from a scanning electron microscope (SEM). The test results revealed that the strength properties of sand specimens reinforced with a mixture of OPS and PF improved strongly. The addition of OPS-PF provided great enwrapping and bonding ability to keep the sand structure stable. The reinforcements imparted by a mixture of organic polymer and fiber can be chosen as an effective technique to enhance the strength of sand for its efficient engineering application.
publisherAmerican Society of Civil Engineers
titleStrength Properties of Sand Reinforced with a Mixture of Organic Polymer Stabilizer and Polypropylene Fiber
typeJournal Paper
journal volume30
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002541
page4018330
treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 012
contenttypeFulltext


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