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以钦防高速公路K9+610～K9+714段的加固治理工程为例,综合考虑其地质条件,对其进行稳定性分析。同时提出了两种高边坡加固治理设计方案,并对其加周治理设计方案的优点进行了阐述,为同类高边坡的加固设计和施工提供了借鉴。
Taking Reinforcement and Control Project of K9 + 610 ~ K9 + 714 section of Qin’ao Expressway as an example, considering its geological conditions, its stability is analyzed. At the same time, two kinds of design schemes of high slope reinforcement treatment are put forward, and the advantages of their design scheme of plus week treatment are also described. All these provide references for the reinforcement design and construction of similar high slope.