摘要
以湖北程潮铁矿西区开采为工程背景,首先结合2个钻孔实时监测的顶板围岩崩落曲线、矿体赋存条件、地层结构和钻孔岩芯资料,揭示顶板围岩崩落过程的基本特点和机理。其次建立了103个沉降点和55个水平位移点的地表塌陷监测系统,通过对15个月观测资料,特别是对沉降量、沉降速率和水平位移量与时间曲线的关系,以及沉降漏斗发展过程剖面图分析,总结出西区地表变形的量值特征和一般规律。初步揭示了金属矿山无底柱分段崩落法开采过程中,顶板围岩崩落机理和地表沉陷的基本规律。
Presented a case study and gave a detailed discussion on how to predict the caving process and the subsidence range in the western region of Chengchao iron mine.First,analyzed on monitoring data（such as the caving curved of roof surrounding rock,accumulating conditions of the ore body,stratigraphic configuration and drill core datas） of two drill-holes,revealed the fundamental features and principles of the caving process of roof surrounding rock.Then,an observation system for surface subsidence was built based on 103 settlement observation points and 55 horizontal displacement points.Through observational data of 15 months,especially relation curves between the settling a-mount,the settlement rate,the horizontal displacement and the time,the developing process of settlement crater were analyzed to show the magnitude characteristics and general principles of the surface deformation.The research results show the caving mechanism of roof surrounding rock and the essential law of surface deformation during the process of pillarless sub-level caving in an iron mine.
出处
《煤炭学报》
EI
CAS
CSCD
北大核心
2010年第7期1078-1083,共6页
Journal of China Coal Society
基金
国家"十一五"科技支撑重大计划资助项目(2006BAB02A02)
关键词
无底柱分段崩落法
顶板围岩
崩落机理
地表塌陷规律
no-pillar sub-level caving method
roof surrounding rock
caving mechanism
rules of surface subsidence
