文献类型：期刊文献

英文题名：Numerical Investigation on Stratum and Surface Deformation in Underground Phosphorite Mining Under Different Mining Methods

作者：Li, Xiaoshuang[1,2];Wang, Yunmin[3];Hu, Yunjin[2];Zhou, Changbing[2];Zhang, He[2]

机构：[1]Shaoxing Univ, Sch Civil Engn, Shaoxing, Peoples R China;[2]Shaoxing Univ, Key Lab Rock Mech & Geohazards Zhejiang Prov, Shaoxing, Peoples R China;[3]State Key Lab Safety & Hlth Metal Mines, Maanshan, Peoples R China

年份：2022

卷号：10

外文期刊名：FRONTIERS IN EARTH SCIENCE

收录：SCI-EXPANDED(收录号：WOS:000772592700001)、、Scopus(收录号：2-s2.0-85127180323)、WOS

基金：Funding This work was supported by the National Natural Science Foundation of China (41867033) and Postdoctoral Science Foundation of China (2019M650144) and State Key Laboratory of Safety and Health for Metal Mines (zdsys2019-005).

语种：英文

外文关键词：phosphorite underground mining; roof deformation; surface subsidence; backfill mining; slope stability

外文摘要：With the ending of deep-concave open-pit phosphorite extractions and gradual exhausting of shallow mineral resources, stoping of phosphorite seams has entered or will enter into underground mining. Particularly for excavating slightly inclined thin and medium-thick phosphorite orebodies, roof and surface control under different mining methods is crucial for safe and efficient exploitations. In this study, the study area is located in Kunyang Phosphorite Mine characterized by slightly inclined thin and medium-thick deposits. Based on the occurrence conditions, orebody thickness, dip angle, and more factors, the mining methods of underground phosphorite are selected, including room and pillar mining, cement backfill mining, and caving mining. Numerical analysis on roof deformation and surface subsidence under the three methods is performed. The results show that the amount of roof and surface subsidence decreases successively by the caving method, room and pillar method, and cement backfill method. The maximum roof and surface subsidence by the caving method is 45.7 and 13.3 cm, respectively. Regarding shallow orebodies, the open-pit slope is obviously disturbed by the caving method and room and pillar mining method. Hence, slope displacement monitoring should be emphasized. Compared with the other two methods, the backfill mining method can use mined wastes as backfill materials and has less influence on the roof and surface during stoping and is better at controlling slope stability.