冻融循环作用下含水率对粗颗粒填料水分迁移影响的宏细观试验研究
张玉芝1,2,3(
), 刘文龙4, 王海永4,5(), 张莲海6, 陈世杰6, 朱晓东4
), 刘文龙4, 王海永4,5(), 张莲海6, 陈世杰6, 朱晓东4
Macro-micro experimental investigation of the initial water content influence on water migration of coarse-grained soil subjected to freezing and thawing
Yuzhi ZHANG1,2,3(), Wenlong LIU4, Haiyong WANG4,5(), Lianhai ZHANG6, Shijie CHEN6, Xiaodong ZHU4
), Wenlong LIU4, Haiyong WANG4,5(), Lianhai ZHANG6, Shijie CHEN6, Xiaodong ZHU4
图9. 试样w0s0深度8.4和10.2 cm处CT扫描
Fig.9. CT scanning of sample w0s0 at depth 8.4 and 10.2 cm： before test at depth 8.4 cm （a）； after test at depth 8.4 cm （b）； before test at depth 10.2 cm （c）； after test at depth 10.2 cm （d）
