摘要
结合昆明—石林高速公路上的小团山隧道XK18+16 1断面的有限元结构计算 ,对大断面公路隧道的围岩和支护结构的稳定性进行了合理的判断 ,并用现场监控量测的数据与有限元结构计算的结果进行了对比 。
The paper gives a reasonable judgment to big segment highway tunnels wall rock and supports construction stability according to the finity element construct calculation to XK18+161 segment on Xiaotuanshan tunnel, which lies on the highway of Kunming Shilin. Moreover, the paper analyses the reality by analyzing the result of the finity element numerical value calculation and the severe monitoring and measuring.
出处
《重庆交通学院学报》
2002年第4期16-19,共4页
Journal of Chongqing Jiaotong University
