戈塘金矿房柱法开采围岩稳定性分析

doi:10.11872/j.issn.1005-2518.2020.02.131

Abstract

Abstract:

The room and pillar method is one of the mining methods with high labor productivity, which is widely used in small metal mines.Getang gold mine is located in Anlong County，southwest Guizhou Province，with complex geological conditions.The gold ore body directly covers the undulating paleo-karst erosion surface of the Maokou Formation，and its thickness varies from 0.3 m to 76.0 m.The lithology of the top and bottom of the ore body is complex.In order to design the parameters of underground stope scientifically，analyze the failure mechanism of the roof of the goaf and the bearing mechanism of the pillar，and guide the safe production of the mine，this paper used the theoretical calculation combined with the numerical simulation method to reasonably select the stope parameters and carry out the numerical analysis of the surrounding rock stability of the stope.Through the calculation of the mining span theory，the span of the mine is ≤10 m and the recommended pillar size is 3 m×3 m.Due to the large variation of the thickness of the orebody，the stability of the surrounding rock of the stope should be analyzed under different mine height conditions.In this paper, a numerical model of pillar width of 0.300,0.375 and 0.500 was established by using the finite element Phase 2, and the stability of the surrounding rock in the stope was analyzed by numerical simulation.The simulation results show that when the pillar width-to-depth ratio is 0.300，0.375，0.500，the average stress levels of the floor in the goaf are 12.78，8.04，7.03 MPa.The average stress levels of the rock mass are 19.02，13.03，13.06 MPa.The average stress levels of the roof of the goaf are 10.73，7.20，6.04 MPa；The average stress levels inside the pillar are 28.07，18.62，18.54 MPa；The average displacements near the floor of the goaf are 0.83，0.67，0.62 mm；The average displacement near the rock dam is 2.52，1.27，0.95 mm；The average displacement near the top plate is 8.53，4.73，4.45 mm(maximum displacement is 9.80，5.55，5.27 mm)；The average internal displacement of the pillar are 2.05，0.93，0.68 mm，respectively.According to the com-prehensive analysis，we can conclude that:(1)After the mining，the stress concentration inside the pillar is affected by the supporting pressure，and the floor，rock and roof of the goaf are the stress reduction area；the stress level inside the pillar is the highest near the boundary of the goaf.The stress level inside the rock core is second，and the stress level of the floor and roof of the goaf is the lowest.(2)After the mining，the maximum displacement occurs in the vicinity of the roof of the goaf due to the occurrence of the fracture zone and the plastic zone and the pressure of the overburden. Due to the conduction of support pressure，the displacement value of the pillar from top to bottom is gradually reduced.(3)The maximum stress value and maximum displacement inside the pillar appear at the top of the pillar；The pillar width-to-depth ratio has a certain influence to the stability of the surrounding rock of the stope.With the increase of width-to-depth ratio，the average stress level and average displacement near the boundary of the goaf are reduced，the stress concentration in the pillar is alleviated，and the deformation is reduced. In the process of mining，the size of the pillar should be increased appropriately at the location where the depth of the ore body is large and the thickness of the ore body is large.Keeping the width-to-depth ratio of the pillar at about 0.500 can better maintain the stability of the stope.

Key words: chamber and pillar method, stability of surrounding rock, bearing mechanism, pillar, the span of mineroom, numerical analysis, Getang gold mine

CLC Number:

TD85

Zhou CHEN,Yujun ZUO. Stability Analysis of Surrounding Rock of Chamber and Pillar Mining in Getang Gold Mine[J].Gold Science and Technology, 2020, 28(2): 271-277.

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序号	直接顶板厚度h/m	矿房跨度L/m
1	4	≤6.86
2	6	≤10.22
3	8	≤13.50
4	10	≤16.82

矿柱尺寸/m	矿柱宽高比	矿房跨度/m	矿房高度/m	模型长度/m	模型宽度/m	单元数/个	节点数/个	模型方向
3×3	0.300	10	10	70	83	754	433	竖直剖面
3×3	0.375	10	8	56	71	638	375	竖直剖面
3×3	0.500	10	6	42	59	782	447	竖直剖面

岩性	容重/（kN·m^-3）	泊松比	弹性模量/MPa	抗拉强度/MPa	摩擦角/（°）	内聚力/MPa
炭质泥岩	26.5	0.240	10 350	1.91	36.72	3.95
硅化灰岩角砾岩	27.4	0.260	45 000	9.00	33.25	10.00
灰岩	26.1	0.275	72 500	12.25	42.50	29.40

Stability Analysis of Surrounding Rock of Chamber and Pillar Mining in Getang Gold Mine

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