首页 | 本学科首页   官方微博 | 高级检索  
     检索      

土体小应变试验研究综述与评价
引用本文:汪中卫,王海飙,戚科骏,宰金珉.土体小应变试验研究综述与评价[J].岩土力学,2007,28(7):1518-1524.
作者姓名:汪中卫  王海飙  戚科骏  宰金珉
作者单位:1. 南京工业大学,土木工程学院,南京,210009
2. 东北林业大学,土木工程学院,哈尔滨,150040
摘    要:从室内试验与现场试验两方面对土体小应变试验研究现状进行了综述与评价,指出最近应力历史对小应变刚度门槛值及小应变范围内刚度变化的重要性,值得进一步系统研究。同时也指出小应变试验研究对指导我国工程实践也具有重要的现实意义。

关 键 词:小应变  剪切刚度  门槛值  应力历史  应力路径
文章编号:1000-7598-(2007)07-1518-07
收稿时间:2005-07-25
修稿时间:2005-07-25

Summary and evaluation of experimental investigation on small strain of soil
WANG Zhong-wei,WANG Hai-biao,QI Ke-jun,ZAI Jin-min.Summary and evaluation of experimental investigation on small strain of soil[J].Rock and Soil Mechanics,2007,28(7):1518-1524.
Authors:WANG Zhong-wei  WANG Hai-biao  QI Ke-jun  ZAI Jin-min
Institution:1. College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China; 2. College of Civil Engineering, Northeast Forestry University, Harbin 150040, China
Abstract:Through summary and evaluation of the experimental investigation on small strain of soil, the paper points out that recent stress history has an important influence on threshold and variation of stiffness within the range of small strain; and it is worth while to further study. Meanwhile, it is also shown that the experimental investigation on small strain could have an active effect on Chinese engineering practice.
Keywords:small strain  shear stiffness  threshold  stress history  stress path
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF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