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水平旋喷桩成拱预加固隧洞开挖施工数值分析
引用本文:王亮.水平旋喷桩成拱预加固隧洞开挖施工数值分析[J].重庆师专学报,2013(3):48-51.
作者姓名:王亮
作者单位:辽宁省交通高等专科学校,辽宁沈阳110122
摘    要:以地铁区间水平旋喷成拱预加固隧道施工为背景,采用MIDAS—GTS岩土数值分析软件模拟隧道开挖施工工艺;通过数值模拟结果的分析,研究水平旋喷桩成拱预加固隧道开挖施工时旋喷桩拱壳的位移和应力、围岩位移和应力的规律和特点;提出水平旋喷桩成拱预加固隧道开挖施工建议,为今后该类施工提供参考.

关 键 词:水平旋喷桩  拱壳  预加固  数值分析  位移和应力  施工建议

Numerical analysis of excavation construction in tunnel with the technique of horizontal rotary jet grouting pile - arch pre - reinforcement
WANG Liang.Numerical analysis of excavation construction in tunnel with the technique of horizontal rotary jet grouting pile - arch pre - reinforcement[J].Journal of Chongqing Teachers College,2013(3):48-51.
Authors:WANG Liang
Institution:WANG Liang ( Liaoning Provincial College of Communications, Shenyang Liaoning 110122, China)
Abstract:Taking the construction in subway tunnel with the technique of horizontal rotary jet grouting pile pre -consolidation as an example, this paper modified the excavation construction with the numerical analysis soft of MIDAS - GTS. Through the analysis of the simulation results, the paper discussed laws and characteristics of the arch displacement and arch stress, stratum displacement and stratum stress with the technique of horizontal rotary jet grouting pile - arch pre - reinforcement in excavation construction ; and put forward construction proposals as reference of engineering technology personnel for similar projects.
Keywords:horizontal rotary jet grouting pile  arch  pre - reinforcement  numerical analysis  displacement and stress  construction suggestion
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