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3. 水泥土冻胀率与掺入比关系曲线（龄期为28天，冷端温度为-10 ℃，含水率为30%）
Fig.3. Relationship between frost heaving ratio of cement-improved soil and mixing ratio of cement （Age is 28 days， cold junction temperature is -10 ℃， and moisture content is 30%）
