供稿: 郭文兵;李超;张十川;刘大超 | 时间: 2018-11-19 | 次数: |
作者单位:河南理工大学能源科学与工程学院;煤炭安全生产河南省协同创新中心;郑州煤炭工业(集团)有限责任公司
摘要:为解决李粮店煤矿特厚冲积层突发涌水、溃砂造成的地面快速下沉问题,采取井筒紧急填沙、注水的处置措施,持续监测受影响区域的地表沉降,有效地减缓了地表下沉。研究结果表明:处于特厚冲积层层位的井筒内壁发生涌水、溃砂灾害时,对矿井井筒进行充填和水体回灌可以有效地遏制地表沉降;沉降范围以出水点为中心,向四周方向近似呈圆形沉降发展,最大下沉值为2.7 m,沉降面积约为121 853 m~2,周长约为1 455 m;失水地表沉降没有影响到煤矿附近高铁和高速的安全运行。
基金:国家自然科学基金资助项目(51374092);国家自然科学煤炭联合基金重点资助项目(U1261206);
DOI:10.16186/j.cnki.1673-9787.2017.03.002
分类号:TD325.4;TD745
Abstract:In order to solve the surface subsidence because of water and sands bursting of ultra-thick alluvium in Liliangdian coal-mine, sands and water are filled in the shaft peremptorily and the surface subsidence is monitored continuously, which slow down the surface subsidence effectively. Results analysis show that when the gushing water and sand bursting happen to the auxiliary shaft in ultra-thick alluvium, the mine shaft filling and water injection can effectively curb the surface subsidence. The center of subsidence range due to water loss of ultra-thick alluvium is the water point, whose direction is the approximate circle and the maximum subsidence value is 2. 7 m. The subsidence area is about 121 853 m2, and the circumference of about 1 455 m. The surface settlement of the water loss does not much effect on the high-speed rail and the high-speed's safety traffic, which is all nearby the mine.