DocumentCode
633631
Title
Research on Water-Related Stability of Cement-Improved Completely Weathered Granite
Author
Hu Ping ; Zhou Hui ; Chen Wen-zhao ; Xiong Zhi-biao ; Tan Zhicui
Author_Institution
Sch. of Urban Constr., Univ. of South China, Hengyang, China
fYear
2013
fDate
29-30 June 2013
Firstpage
1152
Lastpage
1155
Abstract
Considering the water-weakening properties of completely weathered granite, a lot of tests were done to study its water stability, and the regularity between water-related stability coefficient, a notion which is introduced, and compactness, the content of cement the water content and cu ring time were discussed. Besides, the rule and mechanism of strength in the dry -wet cycles were researched by simulating the condition of underground water and rain waster. The result shows that the content of cement and curing time conform to hyperbolic curve, the compactness conforms to exponential curve, and the water content conforms to multinomial curve. As long as the strength of improved cement-soil arrived at some degree, the corresponding water-related stability goes unchanging as the microcrack growing under water-soil interaction. So it can provide the most economical way to improve the water stability for engineering by controlling the compactness, the content of cement, the water content and curing time.
Keywords
cements (building materials); curing; geotechnical engineering; mechanical stability; microcracks; soil; cement-improved completely weathered granite; cement-soil; curing time; dry-wet cycles; exponential curve; hyperbolic curve; microcrack; multinomial curve; rain water; underground water; water content; water-related stability coefficient; water-soil interaction; water-weakening properties; Compaction; Curing; Moisture; Soil; Stability analysis; Strain; Water; Dry -wet cycles; Micro-crack; Water-related Stability coefficient; Water-weakening;
fLanguage
English
Publisher
ieee
Conference_Titel
Digital Manufacturing and Automation (ICDMA), 2013 Fourth International Conference on
Conference_Location
Qingdao
Type
conf
DOI
10.1109/ICDMA.2013.272
Filename
6598196
Link To Document