Study on Damage of Shallow Foundation Building caused by Surface Curvature Deformation in Coal Mining Area

被引:0
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作者
Xiaopeng Liu
Guangli Guo
Huaizhan Li
机构
[1] China University of Mining and Technology,Jiangsu Key Laboratory of Resources and Environment Information Engineering
[2] China University of Mining and Technology,NASG Key Laboratory of Land Environment and Disaster Monitoring
来源
关键词
mining area; surface curvature deformation; shallow foundation building; elastic foundation beam theory; numerical simulation;
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中图分类号
学科分类号
摘要
Coal mining can lead to various forms of surface deformation, the damage caused by curvature deformation is the most extensive, which has become the key to restricting the development and utilization of coal resources under villages. Therefore, it is very important to master the deformation and destruction mechanism of buildings under surface curvature deformation for the rational exploitation of coal resources under villages. In this paper, the deformation and damage of buildings caused by curvature deformation are studied with theoretical analysis and numerical simulation, aiming at the shallow foundation building in rural China, and the following objectives are achieved: 1) Based on the theory of elastic foundation beam, the longitudinal and transverse walls are considered as a whole and analyzed, and a mathematical model of the cooperative deformation in building walls under surface curvature deformation is established. 2) The failure mechanism of masonry buildings is analyzed, including the distribution of internal stress and the form of wall cracks. 3) The influence of various factors on the internal stress changes of buildings is discussed. 4) The results of numerical simulation of wall stress distribution are similar to theoretical analysis, and the influence of doors and windows on the additional stress distribution is analyzed emphatically. This study can provide important guidance for the optimization of coal mining design under villages and the protection of village buildings.
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页码:4601 / 4610
页数:9
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