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Meifeng Cai, Lan Qiao, Bo Yu, and Changhong Li, Field Investigation and FEM Analysis of Ground Subsidence in a Chinese Underground Gold Mine, J. Univ. Sci. Technol. Beijing , 7(2000), No. 1, pp.1-4.
Meifeng Cai, Lan Qiao, Bo Yu, and Changhong Li, Field Investigation and FEM Analysis of Ground Subsidence in a Chinese Underground Gold Mine, J. Univ. Sci. Technol. Beijing , 7(2000), No. 1, pp.1-4.
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Field Investigation and FEM Analysis of Ground Subsidence in a Chinese Underground Gold Mine

摘要: Ground subsidence in a Chinese underground gold mine is remarkable. To find out reasons and regularities of the subsidence, following research work was carried out: (1) systemetical investigations of engineering geological conditions, including in situ stress state, location and size of old river beds, ponds and unfilled mined-out areas, (2) in situ monitoring of strata movement by multi-point extensometers in 3 vertical boreholes; (3) FEM (Finite Element Method) analysis to study the relationship between the ground subsidence and mining excavation, especially to inspect the influence of unfilled mined-out areas at shallow depth on the subsidence. Based on the research results, measures to control the ground subsidence and to prevent buildings from damage are provided.

 

Field Investigation and FEM Analysis of Ground Subsidence in a Chinese Underground Gold Mine

Abstract: Ground subsidence in a Chinese underground gold mine is remarkable. To find out reasons and regularities of the subsidence, following research work was carried out: (1) systemetical investigations of engineering geological conditions, including in situ stress state, location and size of old river beds, ponds and unfilled mined-out areas, (2) in situ monitoring of strata movement by multi-point extensometers in 3 vertical boreholes; (3) FEM (Finite Element Method) analysis to study the relationship between the ground subsidence and mining excavation, especially to inspect the influence of unfilled mined-out areas at shallow depth on the subsidence. Based on the research results, measures to control the ground subsidence and to prevent buildings from damage are provided.

 

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