连秀艳, 曹丽文, 练翠侠, 张靖超. 2008: 淮南新集煤矿开采1#煤层底板抗水压能力研究. 工程地质学报, 16(S1): 242-244.
    引用本文: 连秀艳, 曹丽文, 练翠侠, 张靖超. 2008: 淮南新集煤矿开采1#煤层底板抗水压能力研究. 工程地质学报, 16(S1): 242-244.
    LIAN Xiuyan, CAO Liwen, LIAN Cuixia, ZHANG Jingchao. 2008: STUDY ON RESISTANCE OF WATER PRESSURE OF 1# COAL SEAM FLOOR WHEN MINING IN XINJI,HUAINAN. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 242-244.
    Citation: LIAN Xiuyan, CAO Liwen, LIAN Cuixia, ZHANG Jingchao. 2008: STUDY ON RESISTANCE OF WATER PRESSURE OF 1# COAL SEAM FLOOR WHEN MINING IN XINJI,HUAINAN. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 242-244.

    淮南新集煤矿开采1#煤层底板抗水压能力研究

    STUDY ON RESISTANCE OF WATER PRESSURE OF 1# COAL SEAM FLOOR WHEN MINING IN XINJI,HUAINAN

    • 摘要: 淮南老矿区以及新集矿区煤层开采受到底板岩溶水的威胁,在开采的过程中采用限压开采,确定了一个限压开采的限压突水系数值。然而,通过对淮南矿区各种资料的详细分析,并在室内做了模拟煤层开采底板破坏的实验,得出了淮南矿区采用的限压突水系数值是比较保守的。通过分析软岩下的灰岩与软岩互层也可以作为相对隔水层,试验现象表明软硬岩互层有相互保护的作用,减小了变形破坏的深度。

       

      Abstract: Mining in Huainan old mineral area and Xinji mineral area is threaten by karstic water of coal seat. They mine by limiting pressure and ascertain a water gushing coefficient. However, we analyzed a great deal of data in Huainan detailedly and have done experiment which imitated scaleboard breakage in mining.And then we found that water gushing coefficient was conservative. The key point is that the consideration of water-resisting layer was conservative.They have considered soft rock under the coal as the water-resisting layer. We considered that soft rock layer and hard rock layer alternating can be considered as relative water-resisting layer. Experimen phenomena have indicated that soft rock layer and hard rock layer alternating can protect each other,and reduce the depth of deformation destruction.

       

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