摘要
对南通地区稳定粉质土的不同方案进行了常规三轴试验,分析了应力应变曲线的特点,得到了该地区稳定粉质土的邓肯-张模型参数,可为高速公路等设计、计算提供依据。
The parameters of Duncan-Chang model for steady Silts in Nantong area are obtained by triaxial Experimental study. The relation between stress strain of triaxial stress is analyzed.It can be used as referential value for design calculation of real underground projects such as highway.
出处
《科技信息》
2007年第4期79-80,共2页
Science & Technology Information
