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Mechanical Testing and Application of Steel-plastic Geogrid Instead of Metal Mesh in Supporting Engineering

机译:钢塑土工格栅代替金属网的力学试验及应用

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摘要

The theory of the steel-plastic geogrid employed in supporting engineering is behind the practice, seriously affecting its popularization and application in engineering. Thus the tensile strength and deflection of steel-plastic geogrid and its control of surrounding rock deformations were studied and analyzed using laboratory and engineering field tests. We have contrasted the tensile strength of steel-plastic geogrid to that of metal mesh. We have also contrasted the deflection deformation of the steel-plastic geogrid concrete slabs to that of the mesh concrete slabs. In the tensile strength test, we have tested the tensile properties of three different types of steel-plastic geogrid. In the defection deformation test, two kinds of steel-plastic geogrid concrete slabs and the mesh concrete slabs are made to investigate the load and displacement they bear. By combining with the experimental application of the Wohu Mountain iron mine, we summarized the process of steel-plastic geogrid construction and monitored the surrounding rock deformation of test section. Thus, we drew the following conclusions: (1) the tensile strength of the steel-plastic geogrid was greater than metal mesh; (2) compared with metal mesh concrete slabs, steel plastic grille with concrete slab had a larger deflection and its stress tolerance ability was better; (3) the use of the steel-plastic geogrid supporting in roadway can control the deformation of its bottom and sidewalls.
机译:支撑工程所采用的钢塑土工格栅理论是落后于实践的,这严重影响了其在工程中的推广和应用。因此,通过实验室和工程现场试验研究和分析了钢塑土工格栅的抗拉强度和挠度及其对围岩变形的控制。我们已经将钢塑土工格栅的拉伸强度与金属网的拉伸强度进行了对比。我们还比较了钢塑土工格栅混凝土板和网状混凝土板的挠度变形。在拉伸强度测试中,我们测试了三种不同类型的钢塑土工格栅的拉伸性能。在变形试验中,制造了两种钢塑土工格栅混凝土板和网状混凝土板,以研究其承受的载荷和位移。结合芜湖山铁矿的试验应用,总结了钢塑土工格栅的施工过程,并监测了试验段的围岩变形。因此,我们得出以下结论:(1)钢塑土工格栅的抗拉强度大于金属网。 (2)与金属网混凝土板相比,混凝土板钢塑格栅的挠度较大,抗应力能力较好。 (3)在巷道中使用钢塑土工格栅支撑可以控制其底部和侧壁的变形。

著录项

  • 来源
    《Journal of testing and evaluation》 |2017年第1期|61-75|共15页
  • 作者单位

    Dept. of Resource and Civil Engineering, Shandong Univ. of Science and Technology, 223 Daizong St., Tai'an, Shandong 271019, People's Republic of China,College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

    College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

    College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

    College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

    College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

    College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

    College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

    College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

    College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

    College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, 579 Qianwangang Rd., Qingdao, Shandong 266590, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    steel-plastic geogrid; tensile strength; deflection; experimental study;

    机译:钢塑土工格栅;抗拉强度;偏转;实验研究;

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