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基于压力拱的隧道开挖施工方法稳定性分析
Stability Analysis of Tunnel Step Excavation Method
【摘要】 为保证大断面隧道的稳定性和快速掘进,常采用台阶法施工。采用数值方法模拟了正台阶法与反台阶法隧道开挖,并以压力拱的参数变化为依据,对其进行稳定性分析。分析结果表明,在适用条件下采用正台阶法开挖更利于隧道的稳定性。
【Abstract】 In order to maintain the stability of the tunnel and ensure the speed of digging,the step method is commonly selected to excavate. In this text,the authors use the numerical method to simulate the front step method and reverse step method,together with parametric variation of the pressure arch to make an analysis on its stability. The experiment result indicates that it’s much more favorable for the front step method to maintain the tunnel’s stability when excavate under the suitable condition.
【关键词】 压力拱;
隧道台阶法;
数值模拟;
稳定性;
【Key words】 pressure arch; tunnel step method; numerical simulation; stability;
【Key words】 pressure arch; tunnel step method; numerical simulation; stability;
- 【文献出处】 施工技术 ,Construction Technology , 编辑部邮箱 ,2014年S2期
- 【分类号】U455.4
- 【被引频次】3
- 【下载频次】160