Fifer Bizjak Karmen, Likar Barbara
Department of Geotechnics and Traffic Infrastructure, ZAG, Slovenian National Building and Civil Engineering Institute, Ljubljana, Slovenia.
Sci Rep. 2024 Mar 25;14(1):7031. doi: 10.1038/s41598-024-57555-4.
In mountain areas landslides many times endanger safety of transport infrastructures, and these must be stabilized with retaining wall structures. In this paper the validation of a new composite as a backfill material for landslide stabilization with a large scale demo retaining wall is presented. The new composite was made from residues of paper industry, which uses for its production deinking process. New composite was validated with the laboratory tests, construction of small demo sites and at the end with a large demo retaining wall structure with a length of 50 m. It was concluded that the paper sludge ash and the paper sludge are in proportion 70:30, compacted on the optimal water content and maximum dry density, reached sufficient uniaxial compressive and shear strength. However, the composite's hydration processes required the definition of an optimal time between the composite mixing and installation. In 2019, the retaining wall structure from the new composite was successfully built. The large demo structure is an example of the knowledge transfer from the laboratory to the construction site, in which composite and installing technology could be verified.
在山区,山体滑坡多次危及交通基础设施的安全,因此必须用挡土墙结构对其进行加固。本文介绍了一种新型复合材料作为大规模示范挡土墙山体滑坡加固回填材料的验证情况。这种新型复合材料由造纸工业的废料制成,其生产过程采用了脱墨工艺。通过实验室测试、小型示范场地的建设,最后用一个长50米的大型示范挡土墙结构对新型复合材料进行了验证。得出的结论是,纸污泥灰和纸污泥按70:30的比例,在最佳含水量和最大干密度下压实,达到了足够的单轴抗压强度和抗剪强度。然而,复合材料的水化过程需要确定复合材料混合和安装之间的最佳时间。2019年,用新型复合材料建成了挡土墙结构。这个大型示范结构是知识从实验室转移到施工现场的一个例子,在这个过程中可以验证复合材料和安装技术。