2020
DOI: 10.1007/s11069-020-04193-4
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Inclination effect of coal mine strata on the stability of loess land slope under the condition of underground mining

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Cited by 5 publications
(3 citation statements)
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“…In this simulation, a uniformity coefficient is used to evaluate the physical property uniformity in coal and rock materials. The actual mechanical properties of coal and rock materials are connected to uniformity, and these values are used to input the micromechanical parameter values for the numerical simulation [45][46][47]. The Weibull distribution is used to assign properties to the coal and rock materials, while the damage constitutive relationship is based on the Mohr-Coulomb criterion [48,49].…”
Section: Test Results Of Coal Seam Hydraulicmentioning
confidence: 99%
“…In this simulation, a uniformity coefficient is used to evaluate the physical property uniformity in coal and rock materials. The actual mechanical properties of coal and rock materials are connected to uniformity, and these values are used to input the micromechanical parameter values for the numerical simulation [45][46][47]. The Weibull distribution is used to assign properties to the coal and rock materials, while the damage constitutive relationship is based on the Mohr-Coulomb criterion [48,49].…”
Section: Test Results Of Coal Seam Hydraulicmentioning
confidence: 99%
“…However, when mining coal seams under soil slopes, the goaf formed by mining changes the original stress equilibrium state of the slope, leading to phenomena such as slope collapse and landslides in mining areas [3,4]. These unstable slopes not only pose a serious threat to the lives of residents but also damage farmland vegetation, exacerbating soil erosion and desertification [5,6].…”
Section: Introductionmentioning
confidence: 99%
“…Liang et al [21] proposed the two-dimensional hydraulic-mechanical calculation model and the key-strata stability analysis model to analyze the theoretical range of failure and the stability of inclined floor strata after mining. Sun et al [22] investigated the inclination effect of mine strata on the stability of loess land slope under the condition of underground mining. Wang et al [23] proposed DFH control strategies of the tunnel driven in deep inclined strata.…”
Section: Introductionmentioning
confidence: 99%