首页> 外文会议>International Conference on Transportation Engineering >TACKLING THE BAD GEOLOGY AND HIGH RETAINING-WALL DISASTERS OF HIGHWAY IN A COMPREHENSIVE WAY - Using 'Concrete Slab and Prestressed Anchor Stay' Technique
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TACKLING THE BAD GEOLOGY AND HIGH RETAINING-WALL DISASTERS OF HIGHWAY IN A COMPREHENSIVE WAY - Using 'Concrete Slab and Prestressed Anchor Stay' Technique

机译:以全面的方式解决高速公路的恶劣地质和高挡土墙灾害 - 使用“混凝土板和预应力锚定留”技术

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The up-and-down traffic of the section between K3+420 to K3+520 of some A highway in Lishui City Zhejiang Province was designed into two separated roadbeds. The road shoulder retaining wall along the left side of right roadbed occurred serious disasters of vertical and horizontal cracks, avalanches, peeling off, crushing, tympanites and sliding, etc. Based on the site survey, investigation and analysis, this paper pointes out the causes leading to these disasters as follows: abrupt topography, complex and bad engineering geology, unreasonable design and wrong choice of construction material, etc. Adopting the comprehensive scheme of "concrete slab and prestressed anchor stay", we tackle the bad geology and high retaining wall disasters effectively and successfully. It is proved that the effect of strengthening measures is remarkable, and has reference value to similar projects.
机译:浙江省丽水市的一些高速公路的K3 + 420至K3 + 520之间的上下交通被设计成两个分隔的路基。沿着右路左侧的道路肩部挡土墙发生了严重的垂直和水平裂缝,雪崩,剥落,破碎,鼓泡,鼓胀等的灾害等等,基于现场调查,调查和分析,本文指出了原因导致这些灾难如下:突然的地形,复杂和糟糕的工程地质,不合理的设计和错误的建筑材料选择,采用“混凝土板和预应力锚留”的综合方案,我们解决了坏地质和高挡土墙有效且成功灾害。事实证明,加强措施的效果显着,具有相似项目的参考价值。

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