首页|金川三矿区巷道围岩松动圈厚度的确定及支护试验

金川三矿区巷道围岩松动圈厚度的确定及支护试验

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巷道松动圈厚度是确定合理支护参数的重要依据.针对巷道顶板松动圈测试困难的问题,以金川三矿区1330 m水平分段巷道为研究对象,首先采用超声波法对巷道帮部围岩进行松动圈测试;其次根据测试结果,采用黄金分割法对Hoek-Brown强度准则中的单轴抗压强度σc、H-B常数mi、地质强度指标GSI及岩体扰动参数D进行参数反演;然后结合三矿区实测地应力,采用Hoek-Brown强度准则及参数反演结果计算出巷道顶板围岩松动圈的厚度;最后对三矿区1330 m水平不同类型围岩松动圈进行分类,根据分类结果提出不同的支护参数,并进行了现场支护试验,巷道支护效果良好.研究结果为巷道围岩松动圈的确定提供了新的方法和技术支撑.
Determination of the Loose Circle Thickness of Roadway Surrounding Rock and Supporting Test in Jinchuan No.3 Mining Area
The loose circle thickness in the roadway is an important basis for determining reasonable support parameters.Aiming at the difficulty of testing the loose circle of roadway roof,the 1330 m sublevel roadway in Jinchuan No.3 mining area was taken as the research object.Firstly,the ultrasonic method was used to test the loose circle of roadway side surrounding rock.Secondly,according to the test results,the parameters of uniaxial compressive strength σc,H-B constant mi,geological strength index GSI and rock mass disturbance parameter D in Hoek-Brown strength criterion were inverted by golden section method.Then,combined with the measured ground stress in No.3 mining area,the Hoek-Brown strength criterion and parameter inversion results were used to calculate the loose circle thickness of roadway roof surrounding rock.Finally,the loose circle thickness of different types of surrounding rocks in the 1330 m sublevel of the No.3 mining area was classified,and different support parameters were proposed according to the classification results.The research results provide a new method and technical support for the determination of the loose circle of roadway surrounding rock.

Roadway supportLoose circle of surrounding rockUltrasonic methodGolden section methodOrthogonal test

王康伟、王文杰、张鹏强、朱大铭

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武汉科技大学资源与环境工程学院,湖北武汉 430081

镍钴资源综合利用国家重点实验室,甘肃金昌市 737100

金川镍钴研究设计院有限责任公司,甘肃金昌市 737100

金川集团股份有限公司三矿区,甘肃金昌市 737100

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巷道支护 围岩松动圈 超声波法 黄金分割法 正交试验

国家自然科学基金镍钴资源综合利用国家重点实验室开放基金

51974206GZSYS-KY-2021-024

2024

矿业研究与开发
长沙矿山研究院有限责任公司 中国有色金属学会

矿业研究与开发

CSTPCD北大核心
影响因子:0.763
ISSN:1005-2763
年,卷(期):2024.44(1)
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