Volume 40 Issue 5
Oct.  2026
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2026  >  40(5): 772-779
JIN Long, LI Shenghu, LIU Yazhen, LIU Zhikun, LIU Qingyuan, ZHANG Hongbo. Bearing characteristics of reinforced weathered material embankment with waste tyre grating[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(5): 772-779. doi: 10.20265/j.cnki.issn.1007-2993.2025-0149
Citation: JIN Long, LI Shenghu, LIU Yazhen, LIU Zhikun, LIU Qingyuan, ZHANG Hongbo. Bearing characteristics of reinforced weathered material embankment with waste tyre grating[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(5): 772-779. doi: 10.20265/j.cnki.issn.1007-2993.2025-0149
shu

Bearing characteristics of reinforced weathered material embankment with waste tyre grating

doi: 10.20265/j.cnki.issn.1007-2993.2025-0149
  • 1.

    GEZHOUBA Group Transportion Investment Co., Ltd., Wuhan 430074, Hubei, China

  • 2.

    School of Qilu Transportation, Shandong University, Jinan 250002, Shandong, China

  • Received Date: 2025-04-01
  • Accepted Date: 2026-02-10
  • Rev Recd Date: 2025-11-07
    • Available Online: 2026-10-08
  • Publish Date: 2026-10-08
    Abstract
  • Waste tyres have high friction resistance and high strength characteristics, and have good application prospects for reinforced fine-grained soil, weathered material, soft rock and other embankments. To reveal the bearing characteristics of reinforced embankment with waste tyre grating under vertical load and establish the calculation method of bearing capacity, we designed and carried out the indoor loading test of reinforced embankment, and studied the bearing characteristics and deformation characteristics of reinforced embankment with waste tyre grating under different number of reinforcing layers, and the results show that: scrap tyre grating can effectively improve the structural integrity of the embankment, and reduce the settlement and lateral displacement of the top of the slope and effectively enhance the ultimate bearing capacity of the embankment, up to 70%; embankment internal stress along the depth of the direction of gradual attenuation, and the upper layer of grating to bear the stress is obviously greater than the lower layer of grating; compared with the impact of the number of layers of grating, it can be seen that the more the number of reinforcing layers, the more obvious the effect of the tyre grating mesh pads, the phenomenon of stress concentration weakened. According to the analysis of the test results, the ultimate bearing capacity calculation formula and parameters of the waste tyre grating reinforced weathering material roadbed are determined, and the study results can provide theoretical support for the application of waste tyre grating engineering.

     

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    • References(14)
  • [1]
    杨 静, 李 磊, 武 明, 等. 山区公路路基病害类型及成因分析[J]. 路基工程, 2012(6): 15-18. (LI J, LI L, WU M, et al. Analysis on type and genesis of subgrade diseases of highway in mountainous area[J]. Subgrade Engineering, 2012(6): 15-18. (in Chinese)

    LI J, LI L, WU M, et al. Analysis on type and genesis of subgrade diseases of highway in mountainous area[J]. Subgrade Engineering, 2012（6）: 15-18. (in Chinese)
    [2]
    YOOSUK P, SUKSIRIPATTANAPONG C, THUMRONGVUT J, et al. Pullout resistance of fiberglass-reinforced plastic reinforcement embedded in cohesionless soils[J]. Transportation Infrastructure Geotechnology, 2025, 12(1): 71. doi: 10.1007/s40515-024-00531-2
    [3]
    BHATTACHARYA P. Pullout capacity of shallow inclined anchor in anisotropic and nonhomogeneous undrained clay[J]. Geomechanics and Engineering, 2017, 13(5): 825-844, doi: 10.12989/gae.2017.13.5.825
    [4]
    刘丽芳, 储才元. 国内外土工合成材料的发展[J]. 青岛大学学报(工程技术版), 2002, 17(2): 50-53. (LIU L F, CHU C Y. Development actualities and prospects on geosynthetics in china and abroad[J]. Journal of Qingdao University (Engineering & Technology Edition), 2002, 17(2): 50-53. (in Chinese)

    LIU L F, CHU C Y. Development actualities and prospects on geosynthetics in china and abroad[J]. Journal of Qingdao University (Engineering & Technology Edition), 2002, 17（2）: 50-53. (in Chinese)
    [5]
    李丽华, 崔飞龙, 肖衡林, 等. 轮胎与格室加筋路堤性能及承载力研究[J]. 岩土工程学报, 2017, 39(1): 81-88. (LI L H, CUI F L, XIAO H L, et al. Performance and bearing capacity of embankments reinforced with waste tires and geocells[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 81-88. (in Chinese)

    LI L H, CUI F L, XIAO H L, et al. Performance and bearing capacity of embankments reinforced with waste tires and geocells[J]. Chinese Journal of Geotechnical Engineering, 2017, 39（1）: 81-88. (in Chinese)
    [6]
    李丽华, 崔飞龙, 肖衡林, 等. 废旧轮胎条与格栅加筋土剪切性能对比研究[J]. 人民黄河, 2016, 38(2): 117-120. (LI L H, CUI F L, XIAO H L, et al. Shear comparison of waste tyres and biaxial/triaxial geogrid reinforced soil[J]. Yellow River, 2016, 38(2): 117-120. (in Chinese) doi: 10.3969/j.issn.1000-1379.2016.02.030

    LI L H, CUI F L, XIAO H L, et al. Shear comparison of waste tyres and biaxial/triaxial geogrid reinforced soil[J]. Yellow River, 2016, 38（2）: 117-120. (in Chinese) doi: 10.3969/j.issn.1000-1379.2016.02.030
    [7]
    黄 博, 赵 宇, 李明逵. 经编土工格栅施工损伤现场试验研究[J]. 岩土工程学报, 2008, 30(2): 284-287. (HUANG B, ZHAO Y, LI M K. Investigation of installation damage on warp knit type geogrid using field tests[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 284-287. (in Chinese)

    HUANG B, ZHAO Y, LI M K. Investigation of installation damage on warp knit type geogrid using field tests[J]. Chinese Journal of Geotechnical Engineering, 2008, 30（2）: 284-287. (in Chinese)
    [8]
    胡汉兵, 姜志全, 蔡汉利. 土工格栅施工损伤现场足尺试验研究[J]. 岩土工程学报, 2012, 34(5): 906-910. (HU H B, JIANG Z Q, CAI H L. Full-scale field tests on installation damage of geogrids[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 906-910. (in Chinese)

    HU H B, JIANG Z Q, CAI H L. Full-scale field tests on installation damage of geogrids[J]. Chinese Journal of Geotechnical Engineering, 2012, 34（5）: 906-910. (in Chinese)
    [9]
    JEON H Y, KIM S H, LYOO W S, et al. Evaluation of the long-term performance of geosynthetic reinforcements from their reduction factors[J]. Polymer Testing, 2006, 25(3): 289-295. doi: 10.1016/j.polymertesting.2006.01.005
    [10]
    李晓亮, 刘 源, 李玉鑫, 等. 砂土介质中废旧轮胎加筋条带拉拔特性[J]. 山东大学学报(工学版), 2021, 51(4): 54-60,70. (LI X L, LIU Y, LI Y X, et al. The pullout features of reinforced strips of waste tires in sandy media[J]. Journal of Shandong University (Engineering Science), 2021, 51(4): 54-60,70. (in Chinese) doi: 10.6040/j.issn.1672-3961.0.2021.036

    LI X L, LIU Y, LI Y X, et al. The pullout features of reinforced strips of waste tires in sandy media[J]. Journal of Shandong University (Engineering Science), 2021, 51（4）: 54-60,70. (in Chinese) doi: 10.6040/j.issn.1672-3961.0.2021.036
    [11]
    郭宇康, 贾亚飞, 谢明星, 等. 废旧轮胎整胎加筋路基的承载变形特性模型试验研究[J/OL]. 土木与环境工程学报(中英文), 1-9. (2025-02-25)[2025-03-26]. https://link.cnki.net/urlid/50.1218.TU.20250224.1735.002. (GUO Y K, JIA Y F, XIE M X, et al. Model tests on the load bearing deformation behavior of reinforced subgrades using waste whole tires[J/OL]. Journal of Civil and Environmental Engineering, 1-9. (2025-02-25)[2025-03-26]. https://link.cnki.net/urlid/50.1218.TU.20250224.1735.002. (in Chinese)

    GUO Y K, JIA Y F, XIE M X, et al. Model tests on the load bearing deformation behavior of reinforced subgrades using waste whole tires[J/OL]. Journal of Civil and Environmental Engineering, 1-9. (2025-02-25)[2025-03-26]. https://link.cnki.net/urlid/50.1218.TU.20250224.1735.002. (in Chinese)
    [12]
    ALAMSHAHI S, HATAF N. Bearing capacity of strip footings on sand slopes reinforced with geogrid and grid-anchor[J]. Geotextiles and Geomembranes, 2009, 27(3): 217-226. doi: 10.1016/j.geotexmem.2008.11.011
    [13]
    中华人民共和国交通运输部. 公路土工试验规程: JTG 3430—2020[S]. 北京: 人民交通出版社, 2020. (Ministry of Transport of the People’s Republic of China. Test methods of soils for highway engineering: JTG 3430—2020[S]. Beijing: People’s Communications Publishing House, 2020. (in Chinese)

    Ministry of Transport of the People’s Republic of China. Test methods of soils for highway engineering: JTG 3430—2020[S]. Beijing: People’s Communications Publishing House, 2020. (in Chinese)
    [14]
    董彦莉. 土工格栅加筋砂土的特性研究及加筋垫层的承载力计算[D]. 太原: 太原理工大学, 2011. (DONG Y L. Analysis on characterics of geogrid reinforced sand and bearing capacity of geosynthetics reinforced cushion[D]. Taiyuan: Taiyuan University of Technology, 2011. (in Chinese)

    DONG Y L. Analysis on characterics of geogrid reinforced sand and bearing capacity of geosynthetics reinforced cushion[D]. Taiyuan: Taiyuan University of Technology, 2011. (in Chinese)
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