›› 2013, Vol. 27 ›› Issue (3): 33-35.

• 工程实录 • 上一篇    下一篇

甬台温高速公路某边坡变形破坏分析及治理

王剑琳1,闻人霞1,王华俊2   

  1. (1.浙江宁波甬台温高速公路有限公司,浙江宁波 315040;2.浙江省工程勘察院,浙江宁波 315010)
  • 收稿日期:2012-11-29 出版日期:2013-06-20 发布日期:2013-06-26
  • 作者简介:王剑琳(1975-),女,高级工程师,道桥工程专业,研究方向为公路工程。

Analysis and Mitigation of a Slope Failure at K1527+650 in Yong-tai-wen Expressway

WANG Jianlin1, WEN Renxia1, WANG Huajun2   

  1. (1.Ningbo-Taizhou-Wenzhou Expressway Co. Ltd., Ningbo, Zhejiang 315040;2.Zhejiang Engineering Investigation Institute,Ningbo, Zhejiang 315010)
  • Received:2012-11-29 Online:2013-06-20 Published:2013-06-26

摘要: 在现场调查分析的基础上对浙江甬台温高速公路某坍塌边坡进行了研究,表明该边坡的破坏模式为二元边坡的上覆松散土层沿基覆面的坍塌破坏,针对该边坡的破坏模式和现状,提出应急抢险和永久性治理相结合的综合治理措施。

Abstract: A slope failure occurred at NingboTaizhouWenzhou Expressway Station K1527+650 on August 8\+\{th\}, 2012 and the traffic was interrupted. This failure was triggered by the 11\+\{th\} strong typhoon "Haikui". Based on the field investigation and analysis, the failure mode was determined to be the surficial failure in the loose overburden materials. The emergency mitigation as well as the permanent stabilization measures were proposed and implemented.

Key words: Slope Failure Modes, Collapse, Bedrock Surfaces, Slope Governance