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基于遍布节理模型的竖井工程破坏机理研究
引用本文:翟淑花,高谦,丁桂伶.基于遍布节理模型的竖井工程破坏机理研究[J].城市地质,2015(1):61-66.
作者姓名:翟淑花  高谦  丁桂伶
作者单位:1. 北京市地质研究所,北京,100120;2. 北京科技大学金属矿山高效开采与安全教育部重点实验室,北京,100083
摘    要:为揭示金川二矿区14行风井的破坏机理,本文首先根据井筒工程地质条件,建立了集1#矿体和14行风井在内的三维数值模型;然后,采用遍布节理模型分析了采动对14行风井稳定性的影响,从井壁位移和应力方面探索了金川二矿区14行风井的破坏位置和破坏时间。结果表明,导致金川二矿区14行风井破坏的直接原因为采动引起竖井围岩沿弱面的滑移,除此之外,复杂的工程地质条件和低强度的支护形式也是造成14行风井破坏的原因,为14行风井返修加固提供依据。

关 键 词:遍布节理模型  岩体移动  破坏机理  安全系数

Research on the Failing Mechanics of Shaft Engineering Based on the Ubiquitous Joint Model
ZHAI Shuhua,GAO Qian,DING Guiling.Research on the Failing Mechanics of Shaft Engineering Based on the Ubiquitous Joint Model[J].City Geology,2015(1):61-66.
Authors:ZHAI Shuhua  GAO Qian  DING Guiling
Abstract:In order to show the failing mechanics of No.14 ventilation shaft in Jinchuan mine district, ifrstly, according to the geological conditions of shaft, three-dimension model was established to integrate No. 1 ore body and No.14 ventilation shaft. Then, the effect of mining on the stability of No.14 ventilation shaft was evaluated numerically based on the ubiquitous joint model, the displacement and stress distribution of shaft were obtained to predict the failing location and time, which shows that the direct reason of failure of No.14 ventilation shaft is the sliding of surrounding rock mass induced by mining. Besides, complex geological conditions and low-strength supporting type are also the factors causing the damage of shaft, which offer some basis for the repairing of shaft.
Keywords:Ubiquitous joint model  Rock mass movement  Failing mechanics  Safety factor
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