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基于GTS的深埋隧洞开挖支护数值模拟

Numerical simulation of excavation support in the deep tunnel based on the GTS

中文摘要英文摘要

以四川理县狮子坪水电站为背景,应用有限元分析软件(MIDAS/GTS)对压力管道中平洞段的开挖支护施工过程进行数值模拟,计算出围岩位移及锚杆应力等物理量,并结合现场监控量测数据进行分析比较,最后对该洞段的围岩稳定性作出判断,为压力管道的下一步的施工提供指导依据,并为相关工程提供经验数据。

Sets in the background of Shiziping Hydropower Station in Li County of Sichuan Province, to carry out a numerical simulation of the excavation support of the pressure pipeline in edit section by implying MIDAS/GTS, and to calculate the displacement of surrounding rock and other physical quantity such as bolt stress, finally to make a judgment of the stability of the surrounding rock, and to give a guidance of the implementation of the pressure pipelines., and for the relevant engineers to provide empirical data.

程康、沈伟

水利工程施工水工结构水能利用、水电站工程

压力管道开挖支护数值分析

pressure pipelineexcavation supportNumerical simulation

程康,沈伟.基于GTS的深埋隧洞开挖支护数值模拟[EB/OL].(2010-05-13)[2025-08-18].http://www.paper.edu.cn/releasepaper/content/201005-215.点此复制

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