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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
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

图7. 水泥土冻胀率与荷载关系曲线(龄期为28天,冷端温度为-10 ℃,含水率为30%,掺入比为10%)

Fig.7. Relationship between frost heaving ratio of cement-improved soil and load (Age is 28 days, cold junction temperature is -10 ℃, moisture content is 30%, and mixing ratio of cement is 10%)