基于FLAC3D隧区突水涌泥预测研究

›› 2017, Vol. 31 ›› Issue (5): 617-622.

基于FLAC3D隧区突水涌泥预测研究

赵敏，孙勇，王紫旭

（贵州大学喀斯特环境与地质灾害重点实验室，贵阳 5500025）

收稿日期:2017-07-11 修回日期:2017-07-18 出版日期:2017-10-20 发布日期:2017-10-29
作者简介:赵敏（1993-），女，在读研究生，研究方向为边坡支护和地基处理。

Mud Flow Prediction During the Tunnel Excavation Using FLAC3D

ZHAO Min, SUN Yong, WANG Zixu

(Key Laboratory for Karst Environment and Geological Hazards, Guizhou University, Guiyang 550025)

Received:2017-07-11 Revised:2017-07-18 Online:2017-10-20 Published:2017-10-29

摘要/Abstract

摘要： 模型试验对围岩的应力变化、位移场和岩溶管道的渗流场、位移场、应力场等信息的表达不够全面，需要通过三维数值模拟来分析岩溶管道内充填介质的渗透突水涌泥机理和前兆规律。通过FLAC3D有限差分软件分析隧道突水涌泥致灾机理和一般规律，进一步加强对这方面的认识和研究。

关键词: 突水涌泥, FLAC3D有限差分, 压力变化趋势

Abstract: Physical model tests usually could only monitor several key points in the tunnel excavation. The threedimensional numerical analysis can effectively simulate the entire stress and strain change in the surrounding rock mass, the seepage field in the karst rock solution channels. The groundwater and mud rush through the fill media of karstic bedrock during the tunnel excavation are analyzed in this paper.

Key words: Groundwater and Mud Rush in Tunnel Excavation, Finite Difference by FLAC3D, Stress Change

赵敏，孙勇，王紫旭. 基于FLAC3D隧区突水涌泥预测研究[J]. , 2017, 31(5): 617-622.

ZHAO Min, SUN Yong, WANG Zixu. Mud Flow Prediction During the Tunnel Excavation Using FLAC3D[J]. , 2017, 31(5): 617-622.