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覆岩组合结构下导水裂隙带演化规律与发育高度分析

黄万朋 高延法 王波 刘济仁

采矿与安全工程学报2017,Vol.34Issue(2):330-335,6.
采矿与安全工程学报2017,Vol.34Issue(2):330-335,6.DOI:10.13545/j.cnki.jmse.2017.02.019

覆岩组合结构下导水裂隙带演化规律与发育高度分析

Evolution rule and development height of permeable fractured zone under combined-strata structure

黄万朋 1高延法 2王波 3刘济仁1

作者信息

  • 1. 山东科技大学矿业与安全工程学院,山东青岛 266590
  • 2. 中国矿业大学(北京)力学与建筑工程学院,北京 100083
  • 3. 华北科技学院安全工程学院,北京 101601
  • 折叠

摘要

Abstract

According to the correlation between the developing rule and strata structure of the permea-ble fractured zone and its movement feature, this paper proposed a new method to predict the develop-ment height of the permeable fractured zone based on the overburden combined strata structure and ten-sile deformation calculation. The results have shown that the permeable fractured zone should develop upward ladder-likely with units of strata groups made up by lower hard rock stratum and upper soft strata; through theoretical analysis, the tensile ratio of middle layer of stratum was proposed to estimate the subsidence, deformation and the development degree of cracks in each strata group. The height of permeable fractured zone can be predicted accurately after the accurate analysis of the development de-gree of the cracks in the strata group through spotting the inflection point of lower hard stratum's tensile ratio curve; based on the calculation of strata group subsidence and the factor of stratum bulking coefficient, the reasonable formula of tensile ratio of middle layer of stratum was formed. The result predicted by this method was consistent with the field observation.

关键词

导水裂隙带/覆岩运动/组合结构/拉伸变形/裂隙发育

Key words

permeable fractured zone/overburden strata movement/combined strata structure/tensile deformation/fracture development

分类

矿业与冶金

引用本文复制引用

黄万朋,高延法,王波,刘济仁..覆岩组合结构下导水裂隙带演化规律与发育高度分析[J].采矿与安全工程学报,2017,34(2):330-335,6.

基金项目

国家自然科学基金项目(51304127,51404105) (51304127,51404105)

采矿与安全工程学报

OA北大核心CSCDCSTPCD

1673-3363

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