摘要
研究了双园隧道衬砌错缝拼装结构试验,并对结构受力和变形进行了计算分析。针对上海地铁的埋深情况进行了模拟计算。通过试验和计算分析,得到了许多有参考价值的结果。
This paper studies BST lining with staggered joint splice on segments. Structure me- chanic cha'racteristic and structure deformation of the lining are analyzed. As an example, the lining structure of a Shanghai Metro's station is computed. Many valuable results are ob- tained from the experiment and the analysis.
出处
《地下工程与隧道》
2001年第1期12-15,21,共5页
Underground Engineering and Tunnels
