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《Sichuan Building Science》 2012-01
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The exeriment and study on micropore characteristic change of remolded quartz soil in the consolidation process

ZHANG Ping1,2,FANG Yingguang1,2,HE Zhiwei1,2,YUAN Jianbin1,2,YAN Xiaoqing1,2(1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510641,China; 2.State Key Laboratory of Subtropical Building Science,Guangzhou 510641,China)  
The microstructure of soil has a significant influence on soil mechanical behavior.In this paper,the mercury intrusion tests were employed on remolded quartz soil to investigate the relationship between pore distribution of mercury test and stress level due to consolidation.Studies have shown that: middle pores in the range of 1000~10000 nm is the largest proportion in the remolded quartz soil,the number of micro-pore and smaller micro-pore is very small;consolidation pressure will significantly change pore scale and pore distribution characteristics of the remolded quartz soil which results in the changes of compressibility.
【Fund】: 亚热带建筑科学国家重点实验室自主项目(2008ZA11)
【CateGory Index】: TU411
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