建井技术
建井技術
건정기술
Mine Construction Technology
2015年
5期
52-54,51
,共4页
围岩稳定性%分类%未确知测度理论%煤巷%模型
圍巖穩定性%分類%未確知測度理論%煤巷%模型
위암은정성%분류%미학지측도이론%매항%모형
surrounding rock stability%classification%unascertained measure theory%seam gateway%m o del
准确判定巷道围岩稳定性是进行巷道支护设计与安全施工的基础.对未确知测度理论进行优化 ,结合巷道围岩控制理论和相关研究成果 ,选取巷道埋深、跨度等6个主要影响因素作为巷道围岩稳定性分析的判别指标 ,以20组实测数据作为训练样本 ,建立了煤巷围岩稳定性分析的EW-UCA模型.为检验模型的可靠性 ,利用该模型,对潘四东矿4条煤巷围岩稳定性进行了分析研究.结果表明 ,该模型判别结果和实际情况完全一致 ,说明该模型具有较高的准确度和良好的实用性.
準確判定巷道圍巖穩定性是進行巷道支護設計與安全施工的基礎.對未確知測度理論進行優化 ,結閤巷道圍巖控製理論和相關研究成果 ,選取巷道埋深、跨度等6箇主要影響因素作為巷道圍巖穩定性分析的判彆指標 ,以20組實測數據作為訓練樣本 ,建立瞭煤巷圍巖穩定性分析的EW-UCA模型.為檢驗模型的可靠性 ,利用該模型,對潘四東礦4條煤巷圍巖穩定性進行瞭分析研究.結果錶明 ,該模型判彆結果和實際情況完全一緻 ,說明該模型具有較高的準確度和良好的實用性.
준학판정항도위암은정성시진행항도지호설계여안전시공적기출.대미학지측도이론진행우화 ,결합항도위암공제이론화상관연구성과 ,선취항도매심、과도등6개주요영향인소작위항도위암은정성분석적판별지표 ,이20조실측수거작위훈련양본 ,건립료매항위암은정성분석적EW-UCA모형.위검험모형적가고성 ,이용해모형,대반사동광4조매항위암은정성진행료분석연구.결과표명 ,해모형판별결과화실제정황완전일치 ,설명해모형구유교고적준학도화량호적실용성.
An accurate judgement on the surrounding rock stability of the mine gateway would be the base to conduct the support design and safety construction of the mine gateway. An optimization was made on the unascertained measure theory.In combination with the surrounding rock control theory and related study achievements of the gateway ,the buried depth and span of six main influence factors of the gateway were selected as the judging indexes to analyze the surrounding stability of the gate-way.Based on 20 groups of the site measured data as the training samples ,the EW-UCA model to ana-lyze the surrounding rock stability of the gateway was established.In order to test the reliability of the model ,the model was applied to the analysis study on the surrounding rock stability of four seam gate-ways in Pansi East Mine. The results showed that judging results of the model and the actual condition were fully the same ,which could show that the model could have a high accuracy and good practicabili-ty.