›› 2013, Vol. 27 ›› Issue (3): 33-35.
• 工程实录 • 上一篇 下一篇
王剑琳1,闻人霞1,王华俊2
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WANG Jianlin1, WEN Renxia1, WANG Huajun2
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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 NingboTaizhouWenzhou 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
王剑琳1,闻人霞1,王华俊2. 甬台温高速公路某边坡变形破坏分析及治理[J]. , 2013, 27(3): 33-35.
WANG Jianlin1, WEN Renxia1, WANG Huajun2. Analysis and Mitigation of a Slope Failure at K1527+650 in Yong-tai-wen Expressway[J]. , 2013, 27(3): 33-35.
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