摘要
从实际工点取土样，通过常规三轴试验，得到了北京地区细砂土的邓肯-张模型参数，所得参数可作为北京地铁等设计、计算的参考值。
The parameters of Duncan-Chang (E-B ) Model for fine sandy soil are obtained by triaxial experimental study and can be used as referential value for design calculation of real underground projects such as subway.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1999年第3期327-330,共4页
Chinese Journal of Rock Mechanics and Engineering
关键词
邓肯-张模型
细砂土
参数
三轴试验
Duncan-Chang Model, fine sandy soil, parameter, experiment
