Behavior of Tire-Geogrid-Reinforced Retaining Wall System under Dynamic Vehicle Load

被引:30
作者
Li, Lihua [1 ]
Yang, Junchao [2 ]
Xiao, Henglin [1 ]
Zhang, Lei [2 ]
Hu, Zhi [1 ]
Liu, Yongli [1 ]
机构
[1] Hubei Univ Technol, Sch Civil Engn Architecture & Environm, Wuhan 4300613, Peoples R China
[2] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Peoples R China
基金
中国国家自然科学基金;
关键词
Waste tires; Geocell; Geogrid; Vehicle load; Reinforced retaining wall; WASTE TIRES; PERFORMANCE; GEOSYNTHETICS; TESTS; CHIPS;
D O I
10.1061/(ASCE)GM.1943-5622.0001566
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The surge in the number of cars has generated enormous numbers of waste tires in recent years. How to utilize the waste tires in engineering construction in an environmentally friendly way is a problem that China and many other countries have to tackle. In this study, the dynamic response of a retaining wall reinforced with combined waste tires and geogrid was experimentally investigated. The simulated dynamic vehicle load was exerted by a self-developed loading system. The performance of the combined waste tire and geogrid reinforcement for a retaining wall system was compared with that of systems reinforced with biaxial geogrid, geocell, and waste tire. The accelerations and vertical earth pressures at selected locations within the model and deformations of different reinforced retaining walls subjected to simulated dynamic vehicle loads were measured. The test results demonstrated that the combined waste tire and geogrid reinforcement enhanced the dynamic performance and stability of the retaining wall. Furthermore, the influences of tire spacing, vehicle speed and loading magnitude on the dynamic responses of the reinforced retaining wall system also were examined. The findings drawn from this study along with the derived correlations likely will benefit both relevant engineering practice and the recycling of waste tires.
引用
收藏
页数:12
相关论文
共 39 条
  • [1] Modification of clayey soils using scrap tire rubber and synthetic fibers
    Akbulut, Suat
    Arasan, Seracettin
    Kalkan, Ekrem
    [J]. APPLIED CLAY SCIENCE, 2007, 38 (1-2) : 23 - 32
  • [2] [Anonymous], 2009, J SOLID WASTE TECHNO, DOI DOI 10.5276/JSWTM.2009.135
  • [3] [包承纲 BAO Chenggang], 2006, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V25, P1735
  • [4] Pyrolysis of waste tyres in an atmospheric static-bed batch reactor:: Analysis of the gases obtained
    Berrueco, C
    Esperanza, E
    Mastral, FJ
    Ceamanos, J
    García-Bacaicoa, P
    [J]. JOURNAL OF ANALYTICAL AND APPLIED PYROLYSIS, 2005, 74 (1-2) : 245 - 253
  • [5] Modelling of geocell-reinforced subballast subjected to cyclic loading
    Biabani, M. Mandi
    Indraratna, Buddhima
    Ngoc Trung Ngo
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2016, 44 (04) : 489 - 503
  • [6] On physically similar systems, illustrations of the use of dimensional equations
    Buckingham, E
    [J]. PHYSICAL REVIEW, 1914, 4 (04): : 345 - 376
  • [7] GPR performances for thickness calibration on road test sites
    Fauchard, C
    Dérobert, X
    Cariou, J
    Côte, P
    [J]. NDT & E INTERNATIONAL, 2003, 36 (02) : 67 - 75
  • [8] Tire-reinforced earthfill. Part 1: Construction of a test fill, performance, and retaining wall design
    Garga, VK
    O'Shaughnessy, V
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2000, 37 (01) : 75 - 96
  • [9] Use of waste tire-chips in shallow footings subjected to eccentric loading-an experimental study
    Gill, Gourav
    Mittal, Ravi Kant
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 199 : 335 - 348
  • [10] Huat BBK., 2008, ELECT J GEOTECH ENG, V13, P1