contributor author | Honghua Zhao | |
contributor author | Jun Liu | |
contributor author | Jing Guo | |
contributor author | Chunji Zhao | |
contributor author | Bi-wei Gong | |
date accessioned | 2017-05-08T22:05:31Z | |
date available | 2017-05-08T22:05:31Z | |
date copyright | January 2015 | |
date issued | 2015 | |
identifier other | 23112256.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71101 | |
description abstract | For 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 | |
publisher | American Society of Civil Engineers | |
title | Reexamination of Lime Stabilization Mechanisms of Expansive Clay | |
type | Journal Paper | |
journal volume | 27 | |
journal issue | 1 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0001040 | |
tree | Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 001 | |
contenttype | Fulltext | |