基于FLAC3D的大断面软岩巷道开挖支护仿真分析

Kai Li
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引用次数: 0

摘要

弱围岩通常是指硬度和胶结程度较低,极易受风化条件影响的围岩结构。在实际施工过程中,主要原因是应力水平低,或埋深条件差等,造成围岩施工区域出现明显的施工变形问题,降低了主体施工安全性。以软弱围岩大断面隧道开挖为背景,采用有限差分软件FLAC3D对软弱围岩大断面隧道超前注浆支护进行模拟。本文对隧道分步开挖进行了计算和分析,研究了隧道开挖过程中的位移变化和稳定状态,并提出了相应的预防措施和建议。分析结果为隧道施工控制提供了理论支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Simulation analysis of excavation and support of large cross-section soft surrounding rock tunnel based on FLAC3D
Weak surrounding rock usually refers to the surrounding rock structure with low hardness and cementation degree, and is extremely susceptible to weathering conditions. In the actual construction process, the main reason is that the stress level is low, or the buried depth condition is poor, etc., which causes obvious construction deformation problems in the surrounding rock construction area and reduces the main construction safety. With the excavation of large-section tunnel in weak surrounding rock as the background, the finite difference software FLAC3D was used to simulate the advance grouting support of large-section tunnel in weak surrounding rock. This paper calculates and analyzes the step-by-step excavation of the tunnel, studies the displacement change and stable state during the tunnel excavation, and puts forward corresponding preventive measures and suggestions. The analysis results provide theoretical support for the tunnel construction control.
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