个人信息Personal Information
副教授
博士生导师
硕士生导师
主要任职:Associate professor
性别:女
毕业院校:美国密苏里罗拉大学
学位:博士
所在单位:力学与航空航天学院
学科:计算力学. 岩土与环境力学. 工程力学
办公地点:工程力学系系楼324房间
Room 324 Department of Eningeering Mechanics
联系方式:Email: zhaoh@dlut.edu.cn 移动电话:13898486196 QQ: 859471135
电子邮箱:zhaoh@dlut.edu.cn
Physicochemical characterization of cement stabilized highly expansive soil
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论文类型:会议论文
发表时间:2013-03-03
收录刊物:EI、Scopus
期号:231 GSP
页面范围:2091-2100
摘要:South-to-North Water Diversion project in China is the largest water diversion project of the world. This is a huge hydraulic engineering project, crossing Yangtze River, Huai River, Yellow River, and Hai River, total water volume of 44.8 billion m3 transferred per year. The middle line of the project is starting from Danjiangkou and ending at Beijing and Tianjin, total length of the main canal about 1432 km, 279.7 km of the main canal located in the expansive soil zone. In order to control the damage caused by the swelling of the expansive soil, cement was adopted as the major stabilizing agent to reduce the swelling potential and increase the strength of the soil. This research examined the physicochemical characterization of cement treated highly expansive soil (Handan clay) from the project. SEM analysis was conducted on Handan clay at different curing time (1h, 4h, 12h, 24h, and 7d) during cement treatment. The cations' concentration in the pore water before and after cement treatment was also examined at different time during a 7-day curing period. The cations of the exchange complex of treated Handan clay was also examined at different time (1h, 4h, 12h, 24h, and 7d) during a 7-day curing period. The strength development of the cement treated soil was investigated at different curing time (1h, 4h, 12h, 24h, and 7d).The testing results revealed the strength increasing mechanism of the cement treated expansive soil from chemical and miscrostructural point of view. ? 2013 American Society of Civil Engineers.