长江科学院院报 ›› 2008, Vol. 25 ›› Issue (6): 62-66.

• 工程安全与灾害防治 • 上一篇    下一篇

上海长江隧桥工程地质灾害危险性评价与防治对策

 龚士良, 吴继红   

  • 出版日期:2008-12-01 发布日期:2012-03-05

Risk Assessment and Prevention Countermeasure of Geological Hazard for Shanghai Tunnel Bridge Engineering Across Yangtze River

 GONG  Shi-Liang, WU  Ji-Hong   

  • Online:2008-12-01 Published:2012-03-05

摘要: 上海长江隧桥工程横跨长江河口,为目前国际上规模最大的隧桥结合工程。根据工程沿线区域水文、地质条件,阐述了软土变形、水土突涌、水下砂体运移、浅层天然气、岸带冲淤、砂土液化、地面沉降等地质灾害及其潜在的工程危害,分析了工程建设诱发或加剧地质灾害的可能,评价了地质灾害的危险性,并提出了地质灾害防治的技术措施与对策建议。

关键词: 上海长江隧桥工程, 长江河口, 地质灾害, 危险性评价, 灾害防治

Abstract: Shanghai tunnel bridge engineering across Yangtze River is a national, important basic construction project in the estuary of Yangtze River. It adopts a type of tunnel bridge combination, and in the tunnel section, the double deck arrangement is designed to be used for expressway in upside and rail in underside. It is the supreme tunnel bridge engineering in the world at present. On the basis of hydrologic and geological conditions along the engineering zone, this paper expatiates on the geological hazards, such as soft soil deformation, water and soil piping, movement of sands under water, shallow natural gas danger, beach erosion and deposition, sand liquefaction and land subsidence. Through analysing potential harms for engineering and the geological hazards derived from engineering construction, the geological hazard risk is evaluated and the corresponding technological measures and prevention countermeasures are advanced.