加速腐蚀试验在锚杆耐久性研究中的应用进展

    Study on secondary lining cracking mechanism of anisotropic schist tunnel

    • 摘要: 随着岩土工程中预应力锚固结构腐蚀损伤造成的工程灾害日益凸显,岩土锚固结构的耐久性问题开始受到广泛关注。室内加速腐蚀试验作为研究材料腐蚀损伤机理及耐蚀性能的一种有效的加速试验方法,目前在岩土锚固结构耐久性研究中的应用尚处于起步阶段。对盐雾试验、浸泡腐蚀试验、电化学腐蚀试验3种室内加速腐蚀试验进行了系统的综述,并对加速腐蚀试验在预应力锚固结构耐久性研究中的应用进行了总结与展望。指出复杂岩土环境下预应力锚固结构耐久性研究中有待开展的加速腐蚀试验有如下几个方面:① 考虑渗流作用的岩土锚固结构加速腐蚀试验;② 考虑供氧水平的岩土锚固结构加速腐蚀试验;③ 预应力锚固结构的电解加速腐蚀试验与电偶加速腐蚀试验。

       

      Abstract: As a typical kind of soft rock, schist has obvious anisotropic characteristics, which easily leads to local bias load for the tunnel passing through schist rock mass, seriously threatening to the safety of the tunnel lining structure. Schist is widely distributed along Guzhu expressway, and a number of tunnels appeared secondary lining crack problem in different degrees. The schist anisotropy and the cracking law and mechanism under anisotropic effect were analyzed through site monitoring and numerical calculation. The research shows : ①Schist has obvious anisotropic characteristics, which easily generates bias load to lining structure. The load on lining in bias region is larger than that in other regions;②Secondary lining structure in bias region is the first to crack and the fracture distribution is more serious than other regions. The study reveals the crack characteristics and mechanism of secondary lining structure under anisotropic effect, which provides reference basis for ensuring construction and operation safety of schist tunnel of Guzhu highway and other similar projects.

       

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