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5. 水泥土冻胀率与龄期关系曲线（含水率为30%，冷端温度为-10 ℃，掺入比为10%）
Fig.5. Relationship between frost heaving ratio of cement-improved soil and age （Moisture content is 30%， cold junction temperature is -10 ℃， and mixing ratio of cement is 10%）
