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现代隧道技术 2013, Vol. 50 Issue (5) :12-17    DOI:
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南京东郊地区地铁隧道的岩溶工程地质问题研究
(1 南京大学,南京 210093; 2 中铁西南科学研究院有限公司,成都 611731;
3 南京地铁资源开发有限责任公司,南京 210008)
A Study of the Karst-Related Geological Problems of a Metro Tunnel in the Nanjing Eastern Suburb Area
(1 Nanjing University, Nanjing 210093; 2 China Railway Southwest Research Institute Co. Ltd., Chengdu 611731;
3 Nanjing Metro Resources Development Co. Ltd., Nanjing 210008)
 
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摘要 南京地铁4号线桦墅站—仙林东站区间穿越角砾状灰岩地层,沿线岩溶发育,具有规模大小不一、数量多等特征。文章通过对该场区内地层岩性、地质构造、地下水动力分带和地形地貌条件的分析,找出了其岩溶发育的规律;同时,针对本场区的岩溶发育特征,将有地质缺陷的隧道围岩和地下水两类地质要素相结合,对岩溶区隧道开挖可能诱发的突水、突泥和地面塌陷灾害进行了机理分析。据此可采取有效防治对策,确保地铁建设与运营安全。
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Abstract: The running tunnel section between the Huasu station and the Xianlin Eastern Station of the Nanjing Metro line 4 passes through a brecciated limestone stratum that is characterized by many karst caves of various sizes. By analyzing the formation lithology, geological structures, hydrodynamic zoning of the underground water, and geographic and geomorphic conditions, the law of karst development in this area was determined. In light of the characteristics of karst development in this area, an analysis of the mechanisms of geological disasters commonly induced by tunneling in karst areas, such as water bursting, mud bursting, and ground collapsing, was conducted by considering the key geological factors of tunnel surrounding rocks, geological defaults, and groundwater. Further preventative countermeasures were taken to assure construction and operation safety.
KeywordsKarst geology')" href="#">     
作者简介: 作者简介:杨昊坤(1992-),男,大学本科,从事土地规划与利用方面的学术研究,E-mail:yang_sc@njmetro.com.cn.
引用本文:   
.南京东郊地区地铁隧道的岩溶工程地质问题研究[J]  现代隧道技术, 2013,V50(5): 12-17
.A Study of the Karst-Related Geological Problems of a Metro Tunnel in the Nanjing Eastern Suburb Area[J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(5): 12-17
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