2018
DOI: 10.1007/s12665-018-7810-y
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A study of surface subsidence and coal pillar safety for strip mining in a deep mine

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Cited by 26 publications
(13 citation statements)
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“…Parameter values during accidents can be initially determined on the basis of the abovementioned results: T=RMB 16 million; L=RMB 15 million; h=0.4; P=RMB 300,000; W = RMB 100,000; N=RMB 150 million; C=RMB 150,000 million; and B=RMB 10 million. At the time, = ( − )/ =0.5> 0, = ( − ℎ )/ < 0, and when 0 < < 1, < 0, the system converges to (1,0) in accordance with the abovementioned analysis (i.e., on-post and no inspection). The inspection revenue matrix of the coal mine enterprise can be obtained in accordance with the parameters presented in Table 4:…”
Section: Case Analysissupporting
confidence: 74%
See 1 more Smart Citation
“…Parameter values during accidents can be initially determined on the basis of the abovementioned results: T=RMB 16 million; L=RMB 15 million; h=0.4; P=RMB 300,000; W = RMB 100,000; N=RMB 150 million; C=RMB 150,000 million; and B=RMB 10 million. At the time, = ( − )/ =0.5> 0, = ( − ℎ )/ < 0, and when 0 < < 1, < 0, the system converges to (1,0) in accordance with the abovementioned analysis (i.e., on-post and no inspection). The inspection revenue matrix of the coal mine enterprise can be obtained in accordance with the parameters presented in Table 4:…”
Section: Case Analysissupporting
confidence: 74%
“…Safe production and occupational health have constantly been the focus of attention in industrial development, especially in the coal industry with a high rate of accidents [1,2]. Coal miners are faced with more dangerous and more severe working environment than workers from other industries.…”
Section: Introductionmentioning
confidence: 99%
“…Suppose that the fracture length of rock B is equal to the length of fractured rock A, and then ∆S = h/6 = 0.832 m. By calculation the following can be obtained: I = 10.4 m 3 , r = 0.044/m 2 , N = 20.049 MN, Q = 25.325 MN, S = 1.967 × 10 −4 m 2 , α = 0.1481 m, β = 0.06457/m, M 0 = 16.69 MN. In terms of cushion coefficient k, the cushion coefficient of Baodian mine (k = 200 MPa) is used in this study in that the burial depth of the two mines is similar [17]. Through calculation and origin data processing, M max -x curve is obtained, as is shown in Figure 2, where x denotes the distance between the starting point of clamping and maximum bending moment.…”
Section: Main Roof Fracture Line Locationmentioning
confidence: 99%
“…Yao et al [16] studied the influence of burial depth, mining height, and advance speed of coal seam on coal pillar stability by means of Universal Distinct Element Code numerical software and put forward control measures specific to seam stability in Longhu mine. Sun et al [17] studied the stress distribution of coal pillars with different width through theoretical analysis and FLAC 3D numerical simulation and obtained the interrelation between pillar width and mining width in the working face. Zhou et al [3,18] explored the characteristics of stress, displacement, and fracture development in a coal pillar roof by physical experiments.…”
Section: Introductionmentioning
confidence: 99%
“…The deformation of coal and rock pillars during excavation could be determined by on-site monitoring, and better monitoring results were obtained by using a 3D laser scanner [29]. To effectively reduce the shock disturbance on coal and rock pillars due to the dynamic pressure of mining, the stability of coal pillars in a bilateral goaf was analyzed by theoretical analyses and numerical simulations, and the stress distribution characteristics of section coal pillars were obtained [30]. Previous researches have also studied the microcrack development, structural damage, and energy transformation of coal and rock mass to the failure rules of coal and rock mass and revealed the mechanism of coal and rock dynamic disasters [31][32][33].…”
Section: Introductionmentioning
confidence: 99%