| 圆形隧洞双层衬砌在P波作用下的动力反应 |
| |
| 引用本文： | 阎盛海,王常义.圆形隧洞双层衬砌在P波作用下的动力反应[J].大连理工大学学报,1989(6). |
| |
| 作者姓名： | 阎盛海 王常义 |
| |
| 作者单位： | 大连理工大学，水电部东北勘测设计院 |
| |
| 摘 要： | 用弹性动力学波函数法，推导出由钢板衬砌，混凝土填充和围岩组成的地下圆形
隧洞在Ｐ波作用下的动应力和位移表达式；以及Ｐ波幅值表达式。通过白山电站
２＃引水管道分别对围岩松动与不松动情况以及有、无钢板衬砌之两种情况进行电算。
计算结果表明，位于震中附近的隧洞衬砌，在７级地震作用下要考虑钢板衬砌的抗
震防护．
|
| 关 键 词： | 波函数 隧洞衬砌 动应力 |
Dynamic Response of Double-Walled-Liner |
| |
| Yan Shenghai Wang Changyi.Dynamic Response of Double-Walled-Liner[J].Journal of Dalian University of Technology,1989(6). |
| |
| Authors: | Yan Shenghai Wang Changyi |
| |
| Abstract: | The dynamic stresses and displacements of circular tunnel which consists of steel plate liner and concrete filling in rock medium acted by P waves are determined by elastic dynamic methods, and the formulas of the amplitude of P waves arc derived. The tunnel of 2# intake conduit of the Baishan Hydro -Power Station is calculated by computer for the case of firm or loose sur-rounding rock with or without steel plate liner.
The results show that, even if the tunnel is acted by earthquake with a magnitude of M=7, the earthquake resistance in the pressure conduit of the tunnel-type should be considered.
If the displacements of the ground surface is known, then dynamic stre- sses of underground structures would be calculated. |
| |
| Keywords: | wave functions tunnel lining dynamic stress |
| 本文献已被 CNKI 等数据库收录！ |
