粉质黏土水泥土冻胀融沉特性研究
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李思齐 1,2( ), 杨平 1( ), 张婷 1, 鲍俊安 1
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Experimental study on the frost heave and thaw settlement properties of cement-improved silty clay
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Siqi LI 1,2( ), Ping YANG 1( ), Ting ZHANG 1, Jun’an BAO 1
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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%)
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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%)
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