›› 2010, Vol. 31 ›› Issue (3): 925-931.

• Geotechnical Engineering • Previous Articles     Next Articles

Discussion on some time functions for describing dynamic course of surface subsidence due to mining

LIU Yu-cheng 1, 2,CAO Shu-gang1,LIU Yan-bao1   

  1. 1. Key Laboratory for the Exploitation of Southwestern Resources and the Environmental Disaster Control Engineering, Ministry of Education, Chongqing University, Chongqing 400044, China; 2. Department of Mining Engineering, Bijie University, Bijie 551700, China
  • Received:2008-09-10 Online:2010-03-10 Published:2010-03-31

Abstract:

By analyzing the dynamic course of the surface subsidence due to underground mining, the conclusion has been drawn that the w-t curve of the ground subsidence appears S-shaped. The ground subsidence is increasing from 0 to the maximum and then decreasing to 0 in the subsidence process. So the time function which can describe the subsidence course of the ground must fit not only the w-t curve but also the v-t curve and the a-t curve. Time functions which are usually used to fit the w-t curve of the foundation or roadbed settlement now such as the exponential time function, the hyperbolic time function, the Gompertz time function, the logistic time function and the Weibull time function. Studying the w-t curve, v-t curve and a-t curve of these time functions finds that only the Weibull time function is feasible for describing the dynamic course of the ground subsidence due to underground mining. Two examples using the Weibull time function to fit the observation data of the dynamic course of two coal mine’s ground surface subsidence verify the test.

Key words: surface subsidence, dynamic course, Weibull time function

CLC Number: 

  • TU 433
[1] LI Yin-ping , KONG Qing-cong ,SHI Xi-lin, LI Shuo, YANG Bo-jin, YANG Chun-he,. Viscoelastic model of surface subsidence of salt cavern storage and its application [J]. , 2017, 38(7): 2049-2058.
[2] BAI Ting-hui,LIU Shu-jia,LIAO Shao-ming, . Experimental study of disturbance caused by the advancing speed of shield tunneling in soft soil [J]. , 2016, 37(7): 2040-2046.
[3] WANG Lei ,ZHANG Xian-ni ,GUO Guang-li ,ZHA Jian-feng,. Research on surface subsidence prediction model of coal mining with solid compacted backfilling [J]. , 2014, 35(7): 1973-1978.
[4] HU Jing-yun ,LI Shu-lin ,LIN Feng ,PENG Fu-hua ,YANG Shun ,YU Zheng-fang,. Research on disaster monitoring of overburden ground pressure and surface subsidence in extra-large mined-out area [J]. , 2014, 35(4): 1117-1122.
[5] LIU Yu-cheng. Dynamic surface subsidence curve model based on Weibull time function [J]. , 2013, 34(8): 2409-2413.
[6] LIU Yu-cheng , CAO Shu-gang. Preliminary study of surface subsidence model based on theory of key rock stratum [J]. , 2012, 33(3): 719-724.
[7] PENG Lin-jun , ZHAO Xiao-dong , LI Shu-cai. Simulating research on rules of surface subsidence due to deep mining [J]. , 2011, 32(6): 1910-1914.
[8] LI Yong-suo , ZHANG Ke-neng , HUANG Chang-bo , LI Zhong , DENG Mei-long. Analysis of surface subsidence of tunnel built by pipe-roof pre-construction method [J]. , 2011, 32(12): 3701-3707.
[9] YANG Zhi-lin. Prediction of surface subsidence in underground mining seam based on the boundary value method [J]. , 2010, 31(S1): 232-236.
[10] HUANG Ping-lu,CHEN Cong-xin. Analysis of mechanism of surface subsidence caused by underground mining with thick overburden [J]. , 2010, 31(S1): 357-362.
[11] WANG Zhen-wei, FU gang. Analysis and prediction of surface subsidence of double-arch tunnel construction in city [J]. , 2009, 30(S2): 418-421.
[12] LIU Yu-cheng,ZHUANG Yan-hua. Model for dynamic process of ground surface subsidence due to underground mining [J]. , 2009, 30(11): 3406-3410.
[13] SHENG Ping, YU Guang-yun, LI Hong-bo, WANG Bo-ping. Bearing capacity calculation approach of composite subgrade in mining subsidence area [J]. , 2006, 27(S1): 893-896.
[14] TIAN Hong , DENG Jin-gen , ZHOU Jian-liang , WANG Zhi-zhong,. Reservoir compaction and surface subsidence induced by petroleum extraction [J]. , 2005, 26(6): 929-931.
[15] LIU Zhi-chun, LI Wen-jiang, ZHU Yong-quan. Forecast and analysis of surface subsidence of metro tunnel construction in mucky ground [J]. , 2005, 26(10): 1681-1684.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao,TANG Hui-ming,LIU Yu. A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain[J]. , 2009, 30(11): 3399 -3405 .
[2] HU Da-wei, ZHOU Hui, XIE Shou-yi, ZHANG Kai, SHAO Jian-fu, FENG. Study of Biot’s coefficients of marble during plastic deformation phase[J]. , 2009, 30(12): 3727 -3732 .
[3] ZHANG Chun-hui, YU Yong-jiang, ZHAO Quan-sheng. Seepage-stress elastoplastic coupling model of heterogeneous coal and numerical simulation[J]. , 2009, 30(9): 2837 -2842 .
[4] SHI Xu-chao,HAN Yang. Water absorption test of soft clay after rebound under unloading[J]. , 2010, 31(3): 732 -736 .
[5] ZHU Jian-ming,PENG Xin-po,YAO Yang-ping,XU Jin-hai. Application of SMP failure criterion to computing limit strength of coal pillars[J]. , 2010, 31(9): 2987 -2990 .
[6] YUAN Xi-zhong, LI Ning , ZHAO Xiu-yun, YANG Yin-tao. Analysis of sensitivity of frozen ground bearing capacity to climate change in Northeast China permafrost regions[J]. , 2010, 31(10): 3265 -3272 .
[7] BAI Bing, LI Xiao-chun, SHI Lu, TANG Li-zhong. Slope identity of elastoplastic stress-strain curve and its verification and application[J]. , 2010, 31(12): 3789 -3792 .
[8] TANG Li-min. Regularization algorithm of foundation settlement prediction model[J]. , 2010, 31(12): 3945 -3948 .
[9] LI Zhan-hai,ZHU Wan-cheng,FENG Xia-ting,LI Shao-jun,ZHOU Hui,CHEN Bing-rui. Effect of lateral pressure coefficients on damage and failure process of horseshoe-shaped tunnel[J]. , 2010, 31(S2): 434 -441 .
[10] HOU Gong-yu,NIU Xiao-song. Perfect elastoplastic solution of axisymmetric circular openings in rock mass based on Levy-Mises constitutive relation and D-P yield criterion[J]. , 2009, 30(6): 1555 -1562 .