粉质黏土水泥土冻胀融沉特性研究
李思齐1,2(
), 杨平1(), 张婷1, 鲍俊安1
), 杨平1(), 张婷1, 鲍俊安1
Experimental study on the frost heave and thaw settlement properties of cement-improved silty clay
Siqi LI1,2(), Ping YANG1(), Ting ZHANG1, Jun’an BAO1
), Ping YANG1(), Ting ZHANG1, Jun’an BAO1
图2. 不同土体冻融过程中位移与时间关系曲线（龄期为28天，冷端温度为-10 ℃，含水率为30%，解冻温度为30 ℃）
Fig.2. Relationships between displacement and time during freezing-thawing of 10% cement-improved soil and silty clay （Age is 28 days， cold junction temperature is -10 ℃， moisture content is 30%， and thawing temperature is 30 ℃）
