首页 | 本学科首页   官方微博 | 高级检索  
     

饱和软粘土一维次压缩系数Ca值的试验研究
引用本文:高彦斌,朱合华,叶观宝,徐超.饱和软粘土一维次压缩系数Ca值的试验研究[J].岩土工程学报,2004,26(4):459-463.
作者姓名:高彦斌  朱合华  叶观宝  徐超
作者单位:同济大学地下建筑与工程系;同济大学地下建筑与工程系 上海200092;上海200092;
基金项目:教育部(2002)留学回国人员科研启动基金资助项目;上海市重点学科建设项目(沪教委科[2001]44号)
摘    要:采用上海饱和软粘土的重塑土样进行室内长期一维压缩试验,研究了应力历史、加载比以及加载时间对次压缩系数Ca值的影响,得到了上海软粘土Cc与Ca值间的关系,并采用e0与ep的关系来解释Ca值在某些情况下发生变化的现象。

关 键 词:次压缩  主固结  流变  
文章编号:1000-4548(2004)04-0459-05

The investigation of the coefficient of secondary compression Ca in od ometer tests
GAO Yanbin,ZHU Hehua,YE Guanbao,XU Chao.The investigation of the coefficient of secondary compression Ca in od ometer tests[J].Chinese Journal of Geotechnical Engineering,2004,26(4):459-463.
Authors:GAO Yanbin  ZHU Hehua  YE Guanbao  XU Chao
Affiliation:Department of Geotechnical Engineering Tongji University Shanghai 2000 92 China
Abstract:The coefficient of secondary compress ion C_a is investi gated in the long-term odometer tests. All the samples are made f rom the reconstituted Shanghai soft soils. The test condition includes differe nt stress history, different loading duration and different stress ratio.The ratio of C_c/C_a for Shanghai soft soil is got through the test. The reason why the C_a changes in some conditions is also explained in this paper by inducing the e_0 and e_p concept.
Keywords:creep  secondary compression  consolidation
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土工程学报》浏览原始摘要信息
点击此处可从《岩土工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号