2021
DOI: 10.3390/app11093812
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Numerical Investigation of Progressive Slope Failure Induced by Sublevel Caving Mining Using the Finite Difference Method and Adaptive Local Remeshing

Abstract: Slope failure induced by sublevel caving mining is a progressive process, resulting in the large deformation and displacement of rock masses in the slope. Numerical methods are widely used to investigate the above phenomenon. However, conventional numerical methods have difficulties when simulating the process of progressive slope failure. For example, the discrete element method (DEM) for block systems is computationally expensive and possibly fails for large-scale and complex slope models, while the finite d… Show more

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Cited by 6 publications
(3 citation statements)
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“…The ore body at the north side of the pit is underground-mined for the ore body below the bottom of the pit after the end of the transition period. The mining depth will not exceed -500 m for the Yanqianshan iron mine [26,27,41]. At present, the Yanqianshan iron mine is still active and the daily output is approximately 5500 tons.…”
Section: Geological and Engineering Backgroundmentioning
confidence: 99%
“…The ore body at the north side of the pit is underground-mined for the ore body below the bottom of the pit after the end of the transition period. The mining depth will not exceed -500 m for the Yanqianshan iron mine [26,27,41]. At present, the Yanqianshan iron mine is still active and the daily output is approximately 5500 tons.…”
Section: Geological and Engineering Backgroundmentioning
confidence: 99%
“…This progression signifies a gradual decrease in slope stability over time following excavation. Many engineering cases demonstrate that the magnitude of shear strain increments can be indicative of potential slip surfaces or locations of deformation damage [42,43]. Typically, zones with concentrated shear strain increments occur at the depth of the damage area on the slope.…”
Section: Shear Strain Distributionsmentioning
confidence: 99%
“…The top reservoir was analyzed by SAP2000 using two-dimensional shell finite elements of four nodes, whose parameters are the element thickness, together with the Young modulus, and the Poisson's ratio of the material. Alternative methods to the finite element method are the finite difference method [29] and the discrete element method [30]. Given the stress resultants, the reinforcement of the reservoir was computed by Eurocode 2 [31] and the Spaniard Code of Structures [32].…”
Section: Elevated Water Tanks Object Of Optimizationmentioning
confidence: 99%