Management of floor heave at Bulga Underground Operations - A case study

被引:51
作者
Mo, Sungsoon [1 ]
Tutuk, Kudret [2 ]
Saydam, Serkan [1 ]
机构
[1] Univ New South Wales, Sch Minerals & Energy Resources Engn, Sydney, NSW 2052, Australia
[2] Glencore Coal Assets Australia, Singleton 2330, Australia
关键词
Floor heave; Floor failure; Buckling; Failure mechanism;
D O I
10.1016/j.ijmst.2018.11.015
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
This paper presents an overview of the floor heave management at the Glencore Bulga Underground Operations and investigates the contributing factors to the behaviour of the floor. The mine experienced a number of major floor heave events in gateroads on development. As the longwall face approached the roadways, the magnitude of floor heave frequently increased, while new floor heave also developed. Furthermore, severe floor heave events took place along the longwall face. The most observed failure mode was buckling. While regular floor measurements were conducted to better understand the nature of the phenomenon, and various measures were considered to control the deformation of floor, the mining height was increased for the predicted floor heave domains, which facilitated effective management of the floor issues. The experience in the mine indicates that mainly high horizontal stresses with greater depths of cover and certain types of floor lithology configuration are likely to contribute to the failures of floor strata. (C) 2018 Published by Elsevier B.V. on behalf of China University of Mining & Technology.
引用
收藏
页码:73 / 78
页数:6
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