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基于遍布节理模型的竖井工程破坏机理研究

翟淑花 高谦 丁桂伶

城市地质Issue(1):61-66,6.
城市地质Issue(1):61-66,6.

基于遍布节理模型的竖井工程破坏机理研究

Research on the Failing Mechanics of Shaft Engineering Based on the Ubiquitous Joint Model

翟淑花 1高谦 2丁桂伶1

作者信息

  • 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
  • 折叠

摘要

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.

关键词

遍布节理模型/岩体移动/破坏机理/安全系数

Key words

Ubiquitous joint model/Rock mass movement/Failing mechanics/Safety factor

分类

矿业与冶金

引用本文复制引用

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):61-66,6.

城市地质

2097-3764

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