2011
DOI: 10.1016/s1003-6326(12)61637-9
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Extending dynamic models of mining subsidence

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Cited by 20 publications
(13 citation statements)
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“…The calculations presented herein were made based on information known at the time of preparing the forecast, in contrast to in many past studies (Cui et al, 2013;Hu et al, 2011;Huayang et al, 2002;Kwinta, 2012a;Lian et al, 2011;Liao, 1993;Nicieza et al, 2005;Polanin, 2015;Weifeng and Xiaohong, 2013), which assumed the knowledge of optimal model parameter values determined after the exploitation. The relative errors in the modeling of subsidence with optimal parameters in these works were on the order of 4%-8%, depending on the case considered.…”
Section: Discussionmentioning
confidence: 99%
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“…The calculations presented herein were made based on information known at the time of preparing the forecast, in contrast to in many past studies (Cui et al, 2013;Hu et al, 2011;Huayang et al, 2002;Kwinta, 2012a;Lian et al, 2011;Liao, 1993;Nicieza et al, 2005;Polanin, 2015;Weifeng and Xiaohong, 2013), which assumed the knowledge of optimal model parameter values determined after the exploitation. The relative errors in the modeling of subsidence with optimal parameters in these works were on the order of 4%-8%, depending on the case considered.…”
Section: Discussionmentioning
confidence: 99%
“…Numerical methods digitize the medium as a continuous material, including the finite element method (Tajduś, 2009;Unlu et al, 2013) and finite difference method (Alejano et al, 1999;Nengxiong et al, 2013;Shahriar et al, 2009) or a non-continuous material, such as the discrete element method (Barbato et al, 2016;Salmi et al, 2017). Another noteworthy method is cellular automata theory (Lian et al, 2011;Saavedra-Rosas and Drage, 2014;Sikora, 2016).…”
Section: Knothe's Modelmentioning
confidence: 99%
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“…After the coal seam has been excavated, the roof rock behind the hydraulic supporters becomes unsupported and loose via the following processes [27][28][29][30]: (1) strata pressure load concentrates on the goaf roof and floor due to the absence of coal seam; (2) loosening of the immediate roof and floor strata as the goaf area converges; (3) cracking occurs, especially in the immediate roof strata; (4) stress relief in the main roof strata occurs above the face area; (5) release of gas quantities from neighboring seams and porous enclosing rock happens during stress relief in the seam, floor, and roof areas; (6) collapsing of the roof strata happens, further transmitting to the upper strata; (7) strata stresses increase around the edge of the working face. Based on extended observation, the overburden failure above a longwall collapsing working face can be divided into three areas according to the strata slippage and damage.…”
Section: Methodsmentioning
confidence: 99%
“…After mining, the rooms provided sufficient space and accesses for huge equipment. Meanwhile, strata control requirements in metallic mines are not so rigorous like in coal mines, since coal resources distribute in sedimentary strata, and are excavated normally via longwall collapsing method, which hardly provides adequate space and access for backfilling equipment as with metal-deposit mines [24,[27][28][29][30].…”
Section: Introductionmentioning
confidence: 99%