Numerical Simulation Analysis of Construction Support of Intersection Section in Extra-long Water Diversion Project Tunnels

Juan Li, Jianwen Zhu, Fei Ma, Kezhong Wang
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Abstract

The selected Middle Yellow River Diversion Project is an important backbone project of the planning and construction of the modern water network in Shanxi Province. The project is composed of water source project and water transmission project, the water transmission project is about 400 kilometers long, there are about 200 kilometers of total dry, about 100 kilometers of East Dry and West Dry each, with an average depth of about 400 meters. The intersection section studied in this paper is located under the ridgeline of Lvliang Mountain with a burial depth of more than 600 meters. Whether to support the excavation of the tunnel intersection section was simulated by three-dimensional numerical simulation analysis of different sections. The stress field of surrounding rock and liner and the distribution of plastic zones in surrounding rock were simulated and calculated. The research results provide a technical reference for the design of tunnel support and the formulation of construction schemes, which is of great significance for the construction safety and operation management of water diversion tunnels.
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特长引水工程隧洞交叉段施工支护数值模拟分析
选定的黄河中游引水工程是山西省现代水网规划建设的重要骨干工程。工程由水源工程和输水工程两部分组成,输水工程全长约 400 公里,总干约 200 公里,东干、西干各约 100 公里,平均水深约 400 米。本文研究的交叉段位于吕梁山山脊线下,埋深超过 600 米。通过对不同断面的三维数值模拟分析,模拟了隧道交叉断面开挖是否需要支护。模拟并计算了围岩和衬砌的应力场以及围岩中塑性区的分布。研究成果为隧洞支护设计和施工方案的制定提供了技术参考,对引水隧洞的施工安全和运营管理具有重要意义。
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