立井深部区域井筒围岩塑性区深度与破坏形式研究
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天津矿山工程有限公司,天津 300073

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陈康力(1991—),男,汉,湖北武汉人,本科,工程师,研究方向:矿山工程。

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TD853

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Research on the Depth and Failure Mode of Plastic Zone of Surrounding Rock in Deep Area of Vertical Shaft
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    摘要:

    为研究立井开挖过程中井筒塑性区深度与破坏形式,以某金属矿在建立井工程1000~1200m区段为背景,通过地质调查、理论分析、数值模拟、现场测试等技术手段对该区域进行了井筒围岩塑性区深度与破坏形式研究。结果表明:1000~1200m 区段工程地质条件较好,井筒围岩破坏深度为分别为1000m处2.94m,1100m处2.23m,1200m处2.45m。进一步通过理论计算与数值模拟分别判定了井筒围岩的破坏形式,均判定为耳状破坏。通过研究立井开挖过程中井筒破坏形式与深度能够为井筒围岩衬砌与支护提供科学的基础参数,保障井筒安全可靠掘进。

    Abstract:

    In order to study the depth and failure mode of the plastic zone in the excavation process of a vertical shaft, a study was conducted on the depth and failure mode of the plastic zone in the surrounding rock of a certain metal mine in the 1000-1200m section of the well engineering through geological investigation, theoretical analysis, numerical simulation, on-site testing and other technical means. The results show that the engineering geological conditions in the 1000-1200m section are good, and the depth of damage to the surrounding rock of the wellbore is 2.94m at 1000m, 2.23m at 1100m, and 2.45m at 1200m, respectively. Further theoretical calculations and numerical simulations were conducted to determine the failure mode of the surrounding rock of the wellbore, all of which were determined to be ear shaped failure. By studying the forms and depths of wellbore damage during excavation, scientific basic parameters can be provided for the lining and support of the surrounding rock of the wellbore, ensuring safe and reliable excavation of the wellbore.

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陈康力.立井深部区域井筒围岩塑性区深度与破坏形式研究[J].中国矿山工程,2025,54(1):38-43.

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  • 在线发布日期: 2025-12-24
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