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Laboratory test of a full-scale soil-steel box-type culvert under road loads

机译:公路荷载作用下全尺寸土钢箱式涵洞室内试验

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Corrugated steel culverts are increasingly used in road and railway projects as an alternative solution to small bridges and tunnels. This paper describes full-scale static tests of a corrugated steel box-type culvert 1.42 m high with a span of 3.55 m. Dimensions of the corrugated sheet were 150×50 mm with a thickness of 5.0 mm. Two concrete strip foundations were laid under each end of the arch. The structure was tested under different standardised (Polish Standard PN-85/S-10030) and over-standardised configurations of the road loads and various soil covers (from 0.6 m to 0.0 m). Deformations and strains of the steel structure were measured during tests. In order to specify displacements and stresses in the steel structure, three inductive gauges and twenty two strain gauges were installed on the inside surface of the culvert. In addition, earth pressure around the steel structure and strip foundations was measured by earth pressure cells. The presented test was carried out at the Road and Bridge Research Institute (RBRI) Wroclaw Branch − Poland for Via-Con Company, a Norwegian culvert producer. Several full-scale tests have been performed in the field to validate the long-term performance and great load bearing capacity of these structures, but not very many structures have been tested under laboratory controlled conditions at a test facility like the one in Poland. Results of such tests carried out at RBRI have been presented in several papers [Kunecki, 5–19], [Korusiewicz, Kunecki, 573–576], [Kunecki, Kubica, 103–112], [Veslestad, Korusiewicz, Wysokowski, 215–221].
机译:波纹钢涵越来越多地用于公路和铁路项目,作为小型桥梁和隧道的替代解决方案。本文介绍了高1.42 m,跨度为3.55 m的波纹钢箱形涵的全尺寸静力试验。瓦楞纸的尺寸为150×50mm,厚度为5.0mm。拱的两端下方铺设了两个混凝土条形基础。在不同的标准(波兰标准PN-85 / S-10030)和道路和各种土壤覆盖物(从0.6 m至0.0 m)的超标准配置下对结构进行了测试。在测试过程中测量了钢结构的变形和应变。为了指定钢结构中的位移和应力,在涵洞的内表面安装了三个电感式应变仪和二十二个应变仪。另外,钢结构和带状基础周围的土压力是通过土压力传感器测量的。 提出的测试是在挪威路涵生产商Via-Con Company的波兰路桥研究所(RBRI)弗罗茨瓦夫分公司进行的。为了验证这些结构的长期性能和强大的承载能力,该领域已进行了几项全面测试,但是在实验室控制的条件下,在波兰这样的测试机构中,没有多少结构得到过测试。 RBRI进行的此类测试的结果已在几篇论文中发表[Kunecki,5-19],[Korusiewicz,Kunecki,573-576],[Kunecki,Kubica,103-112],[Veslestad,Korusiewicz,Wysokowski,215] –221]。

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