Deformation analysis and prediction of building above old mine goaf based on multiscale method
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Deformation analysis and prediction of building above old mine goaf based on multiscale method
Vol. 32, Issue 8, (2011)
作者机构:
1. 河北工程大学 资源学院,河北,邯郸,056021
2. 中国矿业大学 环境与测绘学院,江苏,徐州,221008
作者简介:
基金信息:
DOI:
CLC:TD82
Online First:16 August 2011,
Published:2011
稿件说明:
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ZHANG An-bing, GAO Jing-xiang, ZHANG Zhao-jiang. Deformation analysis and prediction of building above old mine goaf based on multiscale method[J]. 2011, 32(8).
DOI:
ZHANG An-bing, GAO Jing-xiang, ZHANG Zhao-jiang. Deformation analysis and prediction of building above old mine goaf based on multiscale method[J]. 2011, 32(8).DOI:
Deformation analysis and prediction of building above old mine goaf based on multiscale method
Deformation of ground surface above old mine goaf is a complex nonlinear process
which has complex
sudden
and long-term features. The foundation stability and residual deformation must be evaluated before building life or service facilities above old mine goaf. A new method is put forward for stability analysis and evaluation of buildings above goaf by multiscale decomposition using empirical mode decomposition(EMD) method. Trough case study
detail signals of dynamic deformation of buildings above old mine goaf are obtained using multiscale empirical mode decomposition method. Decomposition scales are analyzed so as to evaluate the deformation characteristics reflected by original data and research the deformation mechanism effectively. Precision prediction for deformation is obtained by multiscale prediction model which is better than traditional method. This prediction model can provide a theoretical basis for stability evaluation of buildings above old mine goaf.