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contributor authorSujit Kumar Dash
contributor authorMonowar Hussain
date accessioned2017-05-08T22:16:47Z
date available2017-05-08T22:16:47Z
date copyrightDecember 2015
date issued2015
identifier other40068272.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75993
description abstractDamage due to soil shrinkage is a serious problem in many parts of the world. Lime can significantly improve the performance of soils, both in terms of increase in strength and reduced swelling. However, its efficacy in reducing shrinkage of soils has not been studied much. A series of experiments were conducted to develop an understanding of the shrinkage behavior of lime-treated soils. Six different soils covering wide range of plasticity were treated with varied percentage of lime and curing period. Lime increases the shrinkage limit of soils irrespective of their plasticity characteristics; however, it is more in case of high plastic soils than the low plastic ones. Volumetric shrinkage continued to reduce until about 5% of lime content beyond which further reduction was marginal. Hence 5% of lime can be considered as the optimum lime content giving maximum shrinkage reduction. With lime the shrinkage responses of soils were found to have grown flatter indicating that lime can effectively reduce the rate of shrinkage leading to reduced cracking of soils.
publisherAmerican Society of Civil Engineers
titleInfluence of Lime on Shrinkage Behavior of Soils
typeJournal Paper
journal volume27
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001301
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 012
contenttypeFulltext


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