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基于正交设计的底板注浆加固影响因素试验研究

许延春 谢小锋 董检平 杜明泽

辽宁工程技术大学学报(自然科学版)2017,Vol.36Issue(12):1257-1263,7.
辽宁工程技术大学学报(自然科学版)2017,Vol.36Issue(12):1257-1263,7.DOI:10.11956/j.issn.1008-0562.2017.12.005

基于正交设计的底板注浆加固影响因素试验研究

Experimental research on floor grouting reinforcement influence factors based on orthogonal design

许延春 1谢小锋 2董检平 1杜明泽2

作者信息

  • 1. 中国矿业大学(北京)资源与安全工程学院,北京100083
  • 2. 国家煤矿水害防治工程技术研究中心(北京),北京100083
  • 折叠

摘要

Abstract

In order to research the comprehensive function and mechanism of influence factors for floor grouting reinforcement effect,the floor crack rate,grouting material mixture ratio and aquiclude thickness were selected as three typical factors.A serious of experiments based on orthogonal design were carried out to simulate the process of mining after floor grouting reinforcement.The floor stress,floor displacement,floor failure depth and floor rock elastic modulus were observed.Sensitivities of these three factors were studied with range analysis method,and the main controlling factor of observation targets was obtained.Results show that,the observation targets change widely in different combinations;the floor crack rate has much to do with floor stress and elastic modulus;the aquiclude thickness has much to do with floor displacement and failure depth;the grouting material mixture ratio also has something to do with elastic modulus of floor rock;intuitive analysis diagram was used to describe the effect law of factors to the observation targets.

关键词

底板突水/注浆加固/正交设计/相似模拟/极差分析

Key words

floor water inrush/grouting reinforcement/orthogonal design/similar simulation/range analysis

分类

矿业与冶金

引用本文复制引用

许延春,谢小锋,董检平,杜明泽..基于正交设计的底板注浆加固影响因素试验研究[J].辽宁工程技术大学学报(自然科学版),2017,36(12):1257-1263,7.

基金项目

国家重点基础研究规划973资助项目(2013CB227903) (2013CB227903)

国家自然科学基金(51504095) (51504095)

辽宁工程技术大学学报(自然科学版)

OA北大核心CSTPCD

1008-0562

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