Ground subsidence mechanism of a filling mine with a steeply inclined ore body
作者机构:Key Laboratory of Shale Gas and GeoengineeringInstitute of Geology and GeophysicsChinese Academy of SciencesBeijing 100029China Innovation Academy for Earth ScienceChinese Academy of SciencesBeijing 100029China Economics&Technology Research InstituteChina National Petroleum CorporationBeijing 100011China China Academy of Industrial InternetBeijing 100102China
出 版 物:《山地科学学报(英文)》 (Journal of Mountain Science)
年 卷 期:2023年第20卷第8期
页 面:2358-2369页
核心收录:
学科分类:081901[工学-采矿工程] 081803[工学-地质工程] 0819[工学-矿业工程] 08[工学] 0818[工学-地质资源与地质工程]
基 金:support from the National Natural Science Foundation of China(Grant Nos.42072305 and 41831293)
主 题:Ground subsidence Backfill mining Steeply inclined ore body GPS monitoring Rock mass movement model
摘 要:Long-term field monitoring finds that serious surface subsidence can still occur even if the high strength cemented fill method is *** the results of numerical simulations with global position system(GPS)monitoring,we took a typical filling mining mine with a steeply inclined ore body as an example,and explored its ground subsidence *** results show that the ground subsidence caused by the mining of steep ore body is characterized by two settlement centers and a significantly uneven spatial distribution,which is visibly different from ground subsidence characteristic of the coal *** subsidence on the hanging wall is much larger than that on the footwall,and the settlement center tends to move to the hanging wall with the increase of mining *** backfill improves the strength and surrounding rock bearing capacity,which leads to a lag of about 3 years of the ***,under the actions of continuous and repeated mining disturbances,the supporting effect of the backfill can only reduce the amplitude of the deformation,but it cannot prevent the occurrence of settlement.