Application of the Time Function Model for Dynamic Deformation Prediction in Mining Areas under Characteristic Constraints

被引:3
作者
Wang, Zhihong [1 ,2 ]
Dai, Huayang [2 ]
Yan, Yueguan [2 ]
Ren, Jintong [1 ]
Liu, Jibo [1 ]
Zhang, Yanjun [2 ]
Xu, Guosheng [1 ]
机构
[1] Guizhou Univ Engn Sci, Sch Min Engn, Bijie 551700, Peoples R China
[2] China Univ Min & Technol Beijing, Coll Geosci & Surveying Engn, Beijing 100083, Peoples R China
关键词
dynamic deformation; time function; mining subsidence; Richards model; InSAR; PIM; RICHARDS MODEL;
D O I
10.3390/su152014719
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The fundamental model for dynamically predicting surface subsidence is the time influence function. However, current research and the application of time functions often neglect the comprehensive characteristics of the entire surface deformation process, leading to a less systematic representation of the actual deformation law. To rectify this, we explore ground point deformation along the strike line from two perspectives: dynamic subsidence and dynamic horizontal movement. Moreover, we develop prediction models for dynamic subsidence and dynamic horizontal movement at any point along the strike line, utilizing the probability integral method (PIM) and considering the surface deformation features. We then use characteristic constraints based on the prediction models to constrain the time influence function. For this purpose, we employ the Richards time function which has strong universality to establish the time functions for dynamic subsidence and horizontal movement under these constraints. We provide an illustrative example of its application in the 12,401 working face. Additionally, we explore the suitability of interferometric synthetic aperture radar (InSAR) technology for acquiring dynamic subsidence data on the surface. The experimental findings reveal the following key observations: the Richards model, when applied for dynamic subsidence prediction under constraints, exhibits high accuracy with an R-squared (R2) value of 0.997 and a root mean squared error (RMSE) of 94.6 mm, along with a relative mean square error of 1.9%. Meanwhile, the dynamic horizontal movement prediction model exhibits an accuracy in fully mined areas with an R2 of 0.986, an RMSE of 46.2 mm, and a relative mean square error of 2.6%.
引用
收藏
页数:19
相关论文
共 41 条
[1]   A review of monitoring, calculation, and simulation methods for ground subsidence induced by coal mining [J].
Cai, Yinfei ;
Jin, Yutian ;
Wang, Zuoyang ;
Chen, Tao ;
Wang, Yaru ;
Kong, Weiyu ;
Xiao, Wu ;
Li, Xiaojing ;
Lian, Xugang ;
Hu, Haifeng .
INTERNATIONAL JOURNAL OF COAL SCIENCE & TECHNOLOGY, 2023, 10 (01)
[2]   Simulation of Mining-Induced Ground Damage Using Orthogonal Experiments to Determine Key Parameters of Super-Large Coalface: A Case Study in Shendong Coalfield in China [J].
Cai, Yinfei ;
Li, Xiaojing ;
Xiao, Wu ;
Zhang, Wenkai .
APPLIED SCIENCES-BASEL, 2020, 10 (07)
[3]  
[常占强 Chang Zhanqiang], 2003, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V22, P1496
[4]  
Chen L., 2018, Remote Sens. Spat. Inf. Sci, VIV-3, P53, DOI [10.5194/isprs-annals-IV-3-53-2018, DOI 10.5194/ISPRS-ANNALS-IV-3-53-2018]
[5]   Research on dynamic prediction model of surface subsidence in mining areas with thick unconsolidated layers [J].
Chi, Shenshen ;
Wang, Lei ;
Yu, Xuexiang ;
Lv, Weicai ;
Fang, Xinjian .
ENERGY EXPLORATION & EXPLOITATION, 2021, 39 (03) :927-943
[6]  
Cui X., 1999, J CHINA COAL SOC, V24, P453, DOI CNKI:SUN:MTXB.0.1999-05-001
[7]   Seismic hazard studies for Gaziantep city in South Anatolia of Turkey [J].
Gullu, Hamza ;
Ansal, Atilla M. ;
Ozbay, Aydin .
NATURAL HAZARDS, 2008, 44 (01) :19-50
[8]   Microtremor measurements and 3D dynamic soil-structure interaction analysis for a historical masonry arch bridge under the effects of near- and far-fault earthquakes [J].
Gullu, Hamza ;
Ozel, Feyzullah .
ENVIRONMENTAL EARTH SCIENCES, 2020, 79 (13)
[9]  
Guo J.T., 2018, China Min. Mag, V27, P106
[10]  
Guo XW, 2020, ROCK SOIL MECH, V41, P2091, DOI 10.16285/j.rsm.2019.1567