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膨胀土湿化变形特性的试验研究
引用本文:钱建辉,宋新江. 膨胀土湿化变形特性的试验研究[J]. 安徽水利水电职业技术学院学报, 2003, 3(1): 5-8
作者姓名:钱建辉  宋新江
作者单位:1. 合肥工业大学,安徽,合肥,230009
2. 安徽省·水利部淮委水利科学研究院,安徽,蚌埠,233000
摘    要:膨胀土湿化变形的一维试验问题早已解决 ,而在实际复杂应力状态下 ,土的膨胀必然是多维 ,而且各向的膨胀量也不同。文章通过应用控制式对称三轴压缩仪进行膨胀土的三维湿化变形测试 ,研究运用膨胀土筑坝时土体的湿化变形特性 ,提出相应的治理对策

关 键 词:膨胀土  湿化变形  三轴压缩仪
文章编号:1671-6221(2003)01-0005-04
修稿时间:2002-07-01

Test study on wet deformation of expansive soil
QIAN Jian hui ,SONG Xin jiang. Test study on wet deformation of expansive soil[J]. Journal of Anhui Technical College of Water Resources and Hydroelectric Power, 2003, 3(1): 5-8
Authors:QIAN Jian hui   SONG Xin jiang
Affiliation:QIAN Jian hui 1,SONG Xin jiang 2
Abstract:The question about one dimension test of wet deformation of expansive soil was solved. The expansion of soil is multi dimension certainly and the swelling capacity of different direction is different in practical complex stress state. In order to research the peculiarity of wet deformation of expansive soil, three dimension wet deformation of expansive soil with controllable symmetrical triaxial compression apparatus and corresponding countmeasures are put forward.
Keywords:expansive soil  wet deformation  triaxial compression apparatus  
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