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Superposition model for analyzing the dynamic ground subsidence in mining area of thick loose layer

International Journal of Mining Science and Technology 2018年第4期28卷 656-661页

作者： Defeng Hou Dehai Li Guosheng Xu Yanbin Zhang College of Resources & Safety Engineering China University of Mining & Technology Institute of Energy Science and Engineering Henan Polytechnic Universit

The dynamic ground subsidence due to underground mining is a complicated time-dependent and rate- dependent process. Based. on the theory of rock rheology and probability integral method, this study developed the superposltlOn model for the prediction and analysis of the ground dynamic subsidence in mining area of thick !oose layer. The model consists of two parts （the prediction of overlying bedrock and the prediction of thick loose layer）. The overlying bedrock is regarded as visco-elastic beam, of which the dynamic subsidence is predicted by the kelvin visco-elastic rheological model. The thick loose layer is regarded as random medium, and the ground dynamic subsidence, is predicted by the probability integral model. At last, the two prediction models are vertically stacked in the same coordinate system, and the bedrock dynamic subsidence is regarded as a variable mining thickness input into the prediction model of ground dynamic subsidence. The prediction results obtained were compared w^th actual movement and deformation data from Zhao I and Zhao II mine, central China. The agreement of the prediction results with the. field *** that the superposition model （SM） is more satisfactory and the formulae obtained are more effective than the classical single probability Integral model（SPIM）, and thus can be effectively used for predicting the ground dynamic subsidence in mining area of thick loose layer.

关键词： Thick loose layer Dynamic groundsubsidence kelvin visco-elastic rheological model Random medium Single probability integral model Superposition model

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