Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (6): 2091-2097.doi: 10.16285/j.rsm.2019.1567

• Geotechnical Engineering • Previous Articles     Next Articles

Optimization of the segmented Knothe function and its dynamic parameter calculation

GUO Xu-wei, YANG Xiao-qin, CHAI Shuang-wu   

  1. School of Mining Engineering, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China
  • Received:2019-09-11 Revised:2019-11-22 Online:2020-06-11 Published:2020-08-02
  • Contact: 杨晓琴,女,1978年生,博士,讲师,主要从事测量数据处理及开采沉陷方面的研究。E-mail:yangxiaoqin@tyut.edu.cn E-mail:1260219108@qq.com
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51504159) and the National Natural Science Foundation of Shanxi Province(2016012002).

Abstract: To solve the problem that the influence coefficient (c) of the dynamic prediction time of mining subsidence, the subsidence value (Wv) and the time point (??) at the maximum ground subsidence speed are set as fixed values, these parameters were theoretically and experimentally analyzed using segmented Knothe function. Based on the theoretical knowledge of the probability integral method, the functions of these three parameters were deduced by considering time as the independent variable. Then, the segmented Knothe function was optimized, which is showing better generalization performance and prediction accuracy. The experimental results reveal that the optimized Knothe function eliminates the defect that c, ? and Wv of the conventional one were set as fixed values, and compensates for the shortage in similar geological conditions were used to generate a fitted empirical formula. After comparing and analyzing the prediction results from the optimized and the conventional models, it was concluded that the predicted results in the optimization model remain within the time range of the measured maximum subsidence velocity. The maximum mean square error and relative mean error of the optimized model are 0.116 m and 3.8%, respectively, which are improved by 65.1% and 51.9% compared with the conventional model. It proves the superiority of this model.

Key words: Knothe function, mining subsidence, dynamic predictions, segmented Knothe function, parameters

CLC Number: 

  • TD803
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