›› 2016, Vol. 37 ›› Issue (S1): 27-34.doi: 10.16285/j.rsm.2016.S1.003

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A safety evaluation model of vertical shaft wall based on multivariate statistical method

YANG Hai-peng1, 2, 3, BAI Bing1, NIE Qing-ke2, 3   

  1. 1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. Hebei Research Institute of Construction & Geotechnical Investigation Co., Ltd., Shijiazhuang, Hebei 050031, China; 3. Geotechnical Engineering Technology Center of Hebei Province, Shijiazhuang, Hebei 050031, China
  • Received:2015-11-30 Online:2016-06-16 Published:2018-06-09
  • Supported by:
    This work is financially supported by the National Key Basic Research Program of China (2015CB057800).

Abstract: The mining-induced damage of vertical shaft wall under complicated stress conditions is a great threatening to safe production. Thus, accurate and fast evaluation of its security has been the focus of relevant researchers. In this paper, calculation model of vertical shaft wall with three-field coupling of stress-seepage-temperature has been established; the main damage modes and influence factors of vertical shaft wall have been studied combined with orthogonal design principle and multivariate statistical method. A rapid and accurate safety evaluation model has been given for the assessment of project and reference of the vertical shaft wall monitoring. Finally, the proposed method has been used for analyzing the vertical shaft of Wen Jiazhuang project, so as to verify the validity of this method.

Key words: vertical shaft wall, orthogonal design, multivariate statistical method, safety evaluation

CLC Number: 

  • TU 457
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