Practices, experience, and lessons learned based on field observations of support failures in some Chinese coal mines

被引:45
作者
Feng, Xiaowei [1 ]
Zhang, Nong [1 ]
Xue, Fei [2 ]
Xie, Zhengzheng [1 ]
机构
[1] China Univ Min & Technol, Sch Mines, Key Lab Deep Coal Resource Min, Minist Educ China, Xuzhou 221116, Jiangsu, Peoples R China
[2] Shaoxing Univ, Key Lab Rock Mech & Geohazards Zhejiang Prov, Coll Civil Engn, Shaoxing 312000, Zhejiang, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Support failures; Field observation; Bolting; Optimization; Theories; Coal mines; STRESS-CORROSION CRACKING; GROUTED CABLE BOLT; SOFT-ROCK ROADWAY; UNDERGROUND EXCAVATION; ANALYTICAL-MODEL; DESIGN; STRENGTH; BEHAVIOR; PERFORMANCE; STABILITY;
D O I
10.1016/j.ijrmms.2019.104097
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Modelling, experimental study, and field observation are prevailing research methods in coal mine support application. Many criteria and rationales have been established to evaluate the stability of coal mine excavations from both qualitative and quantitative perspectives. Nevertheless, most coal mine support designs are still highly dependent on empiricism or semi-empiricism, even with the existence of the aforementioned theories. Oftentimes, most lessons are learned via the trial and error approach. A more critical fact is that further in-depth improvement of or research into coal mine support appears to be largely bottlenecked. Under such circumstances, support failures in four representative coal mines in China are selected as research objects, through which dominating implied principles are investigated and re-clarified by field observations. In the Datong coal mine, an extremely fractured roadway is successfully maintained by simply changing the end-encapsulated bolting system to a fully bonded bolting system, with the results indicating the formation of an artificial compressive stress arch. In the Kongzhuang coal mine, a deep-buried shaft with a super-large section is effectively stabilized by tieback cable bolts, and a 561-day-long load-monitoring procedure verifies the effectiveness. In the Donghuantuo coal mine, the support ideology of retaining, reinforcing, and holding functions is presented to interpret bolt support failure under an aqueous environment. In the Hulusu coal mine, 5400-mm-span entries are stabilized by simply installing four tendons on the roof; the effectiveness is further proven, and an enhanced beam building mechanism is interpreted. At the end of this study, the effectiveness of a pretension force, a fully bonded bolting system, longer tendon support, and mesh/shotcrete is discussed. All of the examples given in this study are proposed to meet the principles of high efficiency, low cost, and operational friendliness. Additionally, the authors hope that through this paper, more comprehensive research/analytical methodologies will be able to bridge support theories and applications, which is the main purpose of this work.
引用
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页数:17
相关论文
共 46 条
[1]  
[Anonymous], ROCK MECH ROCK ENG
[2]   An analytical model considering interaction behavior of grouted rock bolts for convergence-confinement method in tunneling design [J].
Cai, Yue ;
Jiang, Yujing ;
Djamaluddin, Ibrahim ;
Iura, Tomomi ;
Esaki, Tetsuro .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2015, 76 :112-126
[3]   A Photographic Method for Measuring Soil Deformations during Internal Erosion under Triaxial Stress Conditions [J].
Chen, C. ;
Zhang, L. M. ;
Zhu, Hong .
GEOTECHNICAL TESTING JOURNAL, 2018, 41 (01) :43-54
[4]   A new method of predicting the prestress variations in anchored cables with excavation unloading destruction [J].
Chen, Guoqing ;
Chen, Tuo ;
Chen, Yi ;
Huang, Runqiu ;
Liu, Ming .
ENGINEERING GEOLOGY, 2018, 241 :109-120
[5]   Parametric study on the axial performance of a fully grouted cable bolt with a new pull-out test [J].
Chen Jianhang ;
Paul, Hagan C. ;
Serkan, Saydam .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2016, 26 (01) :53-58
[6]   Preventing roof fall fatalities during pillar recovery: A ground control success story [J].
Christopher, Mark ;
Michael, Gauna .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2017, 27 (01) :107-113
[7]   Science of empirical design in mining ground control [J].
Christopher, Mark .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2016, 26 (03) :461-470
[8]  
Egger P., 1974, ROCK MECH, V1974
[9]   Analysis of gateroad stability at two longwall mines based on field monitoring results and numerical model analysis [J].
Esterhuizen, Gabriel S. ;
Gearhart, David F. ;
Klemetti, Ted ;
Dougherty, Heather ;
van Dyke, Mark .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2019, 29 (01) :35-43
[10]   Implementation of a Pretensioned, Fully Bonded Bolting System and Its Failure Mechanism Based on Acoustic Emission: A Laboratorial and Field Study [J].
Feng, Xiaowei ;
Zhang, Nong ;
He, Fengzhen ;
Yang, Sen ;
Zheng, Xigui .
GEOTECHNICAL TESTING JOURNAL, 2017, 40 (06) :978-999