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contributor authorHonghua Zhao
contributor authorJun Liu
contributor authorJing Guo
contributor authorChunji Zhao
contributor authorBi-wei Gong
date accessioned2017-05-08T22:05:31Z
date available2017-05-08T22:05:31Z
date copyrightJanuary 2015
date issued2015
identifier other23112256.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71101
description abstractFor the purpose of understanding the mechanism that results from treating expansive soil with lime, a series of tests were conducted on selected Nanyang expansive clay. X-ray diffraction tests indicated that the major clay minerals of Nanyang expansive clay are a mixture of illite and smectite with some kaolinite and chlorite. The scanning electron microscope images obtained at different curing times were used to interpret the change in the microstructure and the formation of new products from the lime treated samples. The atomic absorption method was adopted to test the concentration of
publisherAmerican Society of Civil Engineers
titleReexamination of Lime Stabilization Mechanisms of Expansive Clay
typeJournal Paper
journal volume27
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001040
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 001
contenttypeFulltext


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