1987
DOI: 10.1016/s0167-9031(87)90966-2
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Mining subsidence and displacement prediction using influence function methods

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Cited by 46 publications
(26 citation statements)
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“…The second group includes the profile function (Asadi et al, 2004;Díez and Álvarez, 2000;Torano et al, 2000;Waddington and Kay, 1995), graphical method (NCB, 1975), application of artificial neural networks (Ambrožič and Turk, 2003;Gruszczyński, 2007;Weifeng and Xiaohong, 2013) and influence function (Álvarez-Fernandez et al, 2005;Cui et al, 2013Cui et al, , 2000Ghabraie et al, 2017;Huayan et al, 2002;Liao, 1993;Nicieza et al, 2005;Ren et al, 1987Ren et al, , 2014Sheorey et al, 2000;Singh and Singh, 1998). Based on large collections of observations, the relationships between measurement results and geometric conditions from a mining operation are determined.…”
Section: Knothe's Modelmentioning
confidence: 99%
“…The second group includes the profile function (Asadi et al, 2004;Díez and Álvarez, 2000;Torano et al, 2000;Waddington and Kay, 1995), graphical method (NCB, 1975), application of artificial neural networks (Ambrožič and Turk, 2003;Gruszczyński, 2007;Weifeng and Xiaohong, 2013) and influence function (Álvarez-Fernandez et al, 2005;Cui et al, 2013Cui et al, , 2000Ghabraie et al, 2017;Huayan et al, 2002;Liao, 1993;Nicieza et al, 2005;Ren et al, 1987Ren et al, , 2014Sheorey et al, 2000;Singh and Singh, 1998). Based on large collections of observations, the relationships between measurement results and geometric conditions from a mining operation are determined.…”
Section: Knothe's Modelmentioning
confidence: 99%
“…The stability of PKS blocks can then be assessed by rock samples from the 702 borehole and Eq. (8). Δ can be approximated to be 9.5 m because the maximum surface subsidence is 9.5 m. Field measurements indicate that the PKS breaking interval of the adjacent LW panel is 15.2 m and, therefore, it is assumed that the PKS breaking step of the present panel is 15.2 m as well.…”
Section: Mechanism Of Surface Stepped Subsidencementioning
confidence: 99%
“…To minimise adverse impacts of subsidence, many research papers and reports have been published pertaining to subsidence problems for both operational and abandoned coal mines. Among these endeavours mainly related to mining subsidence mechanisms, 1-4 subsidence prediction methods, [4][5][6][7][8][9][10][11][12] ground-movement investigations, [13][14][15][16] and subsidence control measures. 5,[17][18][19] Most of these studies are restricted to continuous or trough subsidence profiles, which are very common forms of subsidence.…”
Section: Introductionmentioning
confidence: 99%
“…Here, we adopt the empirical kernel, trough at the surface, as expected from physical considerations. Further detail on several alternative kernels is described in Ren et al [1987].…”
Section: Inversion Methodologymentioning
confidence: 99%