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金属矿山 ›› 2008, Vol. 38 ›› Issue (12): 16-20.

• 采矿工程 • 上一篇    下一篇

膨胀软岩巷道底鼓机理与耦合支护技术研究

王进学1,杨胜利2,陈忠辉2   

  1. 1.中国恩菲工程技术有限公司;2. 中国矿业大学(北京)
  • 收稿日期:2008-10-23 出版日期:2008-12-15 发布日期:2011-07-11
  • 基金资助:

    国家自然科学基金项目(编号:10572148)。

Study on the Floor Heave Mechanism of Roadway in Swelling Soft Rock and Its Coupling Support Technology

Wang Jinxue1,Yang Shengli2,Chen Zhonghui2   

  1. 1.China ENFI Engineering Corporation;2. China University of Mining and Technology (Beijing)
  • Received:2008-10-23 Online:2008-12-15 Published:2011-07-11

摘要: 巷道底鼓是造成巷道变形破坏的常见形式之一,是制约矿山安全高效生产的重要因素和关键难题,这一问题在深部开采和复杂地质条件下的矿山中尤其严重。针对高地应力破碎膨胀软岩条件下的巷道底鼓进行了研究,分析了巷道底鼓的机理,建立了复杂条件下复合型底鼓的力学模型,根据动压理论推导了巷道底板塑性区范围及底板压力的本构方程。通过矿山实例,提出了锚杆锚索耦合支护设计方案,并利用FLAC-3D软件对巷道支护的稳定性进行了数值计算。研究结果表明,对巷道底板塑性区域内的滑移体进行关键部位加强支护,可以有效控制巷道底鼓的发生和发展。

关键词: 巷道底鼓, 高应力, 膨胀软岩, 机理, 耦合支护

Abstract: Floor heave is one of common forms that causes deformation and failure of roadway. It is an important factor and key problem restricting the safety and high-efficient mining productivity, especially in deep mining and mines with complex geological conditions. Study was made on the floor heave of roadway at high ground stress and fractured swelling soft rock conditions. The floor heave mechanism was analyzed, a mechanical model for compound floor heave under complex conditions established and the constitutive equations of roadway floor plastic zone and floor pressure were deduced by dynamic pressure theory. In light of a mine case, a bolt and cable coupling support design plan was proposed and the numerical calculation was made for the stability of roadway support using FLAC-3D software. The research result shows that enhancing the support at the key part of the sliding body in the plastic zone of roadway floor can effectively control the occurrence and development of roadway floor heave.

Key words: Floor heave of roadway, High stress, Swelling soft rocks, Mechanism, Coupling support