期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2019
卷号：295
期号：4
页码：1-7
DOI：10.1088/1755-1315/295/4/042123
出版社：IOP Publishing
摘要：In this paper, the mining method of shallow-hole and deep-hole shrinkage with ductule grouting in advance for roof reinforcement is studied, which is used to recover steeply inclined thick orebody with broken roof. The main innovations in mining technology are as follows: the orebody is artificially divided into two layers, the upper layer is mined by shallow hole blasting, the lower layer is mined by parallel deep holes, both layers advance simultaneously from bottom to top, the mining face of the upper layer is 3.6 meters higher than that of the lower layer, thus forming an inverted step working face in which the mining operation and roof protection are carried out, using ductule to reinforce the broken roof by grouting in advance, and arranging bolts systematically to anchor the grouting reinforced layer into deep rock mass. By using the method of orthogonal test design and in-situ experiment, the reasonable construction parameters of ductule grouting are obtained, which have been applied to No. 7 stope of of stage 3840 in Qaza Lead-Zinc Mine in Yunnan Province and achieved good results. By monitoring the displacement of reinforced layer during and after mining, no obvious displacement and collapse are found, which proves the feasibility of this technology. The mining scheme has a good reference value for similar ore deposits with mining technical conditions.
