补水压力对土体冻胀的影响
郝小云1,2(
), 冯文杰1,2, 马巍1,2(), 温智1,2, 张莲海1,2, 王永瑞1,2, 申明德1,2, 黄永庭3
), 冯文杰1,2, 马巍1,2(), 温智1,2, 张莲海1,2, 王永瑞1,2, 申明德1,2, 黄永庭3
Experimental study on the effect of boundary hydraulic pressure on frost heaving of soil
Xiaoyun HAO1,2(), Wenjie FENG1,2, Wei MA1,2(), Zhi WEN1,2, Lianhai ZHANG1,2, Yongrui WANG1,2, Mingde SHEN1,2, Yongting HUANG3
), Wenjie FENG1,2, Wei MA1,2(), Zhi WEN1,2, Lianhai ZHANG1,2, Yongrui WANG1,2, Mingde SHEN1,2, Yongting HUANG3
图2. 试验装置示意图
Fig.2. Schematic diagram of the experimental apparatus： schematic diagram of the freezing apparatus （a）； schematic diagram of the soil sample， container and distribution of temperature sensors （b）
