Journal of Shandong University(Engineering Science) ›› 2022, Vol. 52 ›› Issue (3): 70-79.doi: 10.6040/j.issn.1672-3961.0.2021.152

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Bearing capacities of reinforced slope with scrap tire strips under vertical loading

ZHANG Qingtao1, LIU Xiaowei2, GAO Jian1, SUN Yuhai2, YAN Qingliang1, LIU Yuan3, WANG Hao4*   

  1. 1. Shangdong Hi-Speed Company Co., Ltd., Jinan 250014, Shandong, China;
    2. Shandong Provincial Communications Planning and Design Insitute, Jinan 250031, Shandong, China;
    3.Wuhan Railway Real Estate Co., Ltd., Wuhan 430072, Hubei, China;
    4. School of Qilu Transportation, Shandong University, Jinan 250061, Shandong, China
  • Published:2022-06-23

CLC Number: 

  • U416.1
[1] LIU L L, CAI G J, ZHANG J, et al. Evaluation of engineering properties and environmental effect of recycled waste tire-sand/soil in geotechnical engineering: a compressive review[J]. Renewable and Sustainable Energy Reviews, 2020, 126: 109831.
[2] 刘源. 废旧轮胎条带加筋土力学特性及在边坡中的应用研究[D]. 济南:山东大学, 2019. LIU Yuan. Study on mechanical properties of reinforced tire strips and its application in slope[D]. Jinan: Shandong University, 2019.
[3] ROMERO-FLORES M, BECERRA-LUCATERO L M, SALMON-FOLGUERAS R, et al. Thermal performance of scrap tire blocks as roof insulator[J]. Energy and Buildings, 2017, 149: 384-390.
[4] 邱敬贤,何曦,戴欣,等. 废旧轮胎处理技术的研究进展[J]. 中国环保产业, 2020(12):18-22. QIU Jingxian, HE Xi, DAI Xin, et al. Research progress on waste tire treatment technologies[J]. China Environmental Protection Industry, 2020(12):18-22.
[5] 李丽华,肖衡林,唐辉明,等. 轮胎碎片-砂混合土抗剪性能优化试验研究[J].岩土力学, 2013, 34(4): 1063-1067. LI Lihua, XIAO Henglin, TANG Huiming, et al. Shear performance optimizing of tire shred-sand mixture[J]. Rock and Soil Mechanics, 2013, 34(4):1063-1067.
[6] 徐超,孟凡祥. 剪切速率和材料特性对筋-土界面抗剪强度的影响[J]. 岩土力学, 2010, 31(10):3101-3106. XU Chao, MENG Fanxiang. Effects of shear rate and material properties on shear strength of geosynthetic-soil interface [J]. Rock and Soil Mechanics, 2010, 31(10):3101-3106.
[7] 曹文昭,郑俊杰,周燕君.双向和三向土工格栅筋土界面特性对比试验研究[J].湖南大学学报(自然科学版),2019,46(1):109-116. CAO Wenzhao, ZHENG Junjie, ZHOU Yanjun. Comparative experimental investigation of geogrid soil interface behavior of biaxial and triaxial geogrid[J]. Journal of Hunan University(Natural Sciences), 2019, 46(1):109-116.
[8] MORACI N, GIOFFRE D. A simple method to evaluate the pullout resistance of extruded geogrids embedded in a compacted granular soil[J]. Geotextiles and Geomem-branes, 2006, 24(2): 116-128.
[9] 邱毅,余强,陈强,等. 土工格栅和土工格室加筋在公路拓宽工程中的应用对比分析[J].公路交通技术,2020,36(3):7-13. QIU Yi, YU Qiang, CHEN Qiang, et al. Comparative of reinforcement properties with geocells and geogrids for highway-widening engineering[J].Technology of Highway and Transport, 2020, 36(3):7-13.
[10] 周燕锋,陈德立,陈致富. 土工格栅加筋边坡稳定分析[J].盐城工学院学报(自然科学版), 2015, 28(2):69-74. ZHOU Yanfeng, CHEN Deli, CHEN Zhifu. The stability analysis or the geogrid-reinforced slope[J]. Journal of Yancheng Institute of Technology(Natural Science Edition), 2015, 28(2):69-74.
[11] 孙龙. 废旧轮胎加筋边坡力学特性试验研究[D].武汉, 湖北工业大学, 2013. SUN Long. Experimental study on mechanical properties of tire-reinforced slope[D]. Wuhan: Hubei University of Technology, 2013.
[12] LI L H, CHEN Y J, FERREIRA P, et al. Experimental investigations on the pull-out behavior of tire strips reinforced sands[J]. Materials, 2017, 10(7):707.
[13] TAJABADIPOUR M, DEHGHANI M, KALANTARI B, et al. Laboratory pullout investigation for evaluate feasibility use of scrap tire as reinforcement element in mechanically stabilized earth walls[J]. Journal of Cleaner Production, 2019, 237: 117726.
[14] 张苡铭. 双向土工格栅加筋路堤影响因素研究[D].武汉:武汉理工大学,2007. ZHANG Yiming. Research on the influence factor on reinforced embankment with bidirectional geogrids[D]. Wuhan: Wuhan University of Technology, 2007.
[15] SOMMERS A N, VISWANADHAM B V S. Centrifuge model tests on the behavior of strip footing on geotextile-reinforced slopes[J]. Geotextiles and Geomembranes, 2009, 27(6): 497-505.
[16] LEE K M, MANJUNATH V R. Experimental and numerical studies of geosynthetic-reinforced sand slopes loaded with a footing[J]. Canadian Geotechnical Journal, 2000, 37(4): 828-842.
[17] 杨庆,季大雪,栾茂田, 等. 土工格栅加筋路堤边坡结构性能模型试验研究[J]. 岩土力学, 2005(8): 1243-1246. YANG Qing, JI Daxue, LUAN Maotian, et al. Studies on structural performance of embankment slopes reinforced by geogrids with model tests [J]. Rock and Soil Mechanics, 2005(8): 1243-1246.
[18] WHITE D J, TAKE W A, BOLTON M D. Soil deformation measurement using particle image velocimetry(PIV)and photogrammetry[J]. Géotechnique, 2003, 53(7): 619-631.
[19] 交通运输部公路科学研究院.公路土工试验规程:JTG 3430—2020[S]. 北京:人民交通出版社,2020. China Academy of Transportation Science. Test Methods of Soils for Highway Engineering: JTG 3430—2020[S]. Beijing: China Communications Press, 2020.
[20] 郑刚,于晓旋,杜娟,等. 临近边坡的条形基础地基极限承载力数值分析[J].岩土力学, 2018, 39(10):3812-3820. ZHENG Gang, YU Xiaoxuan, DU Juan, et al. Numerical analysis of ultimate bearing capacity of strip footings near slopes[J]. Rock and Soil Mechanics, 2018, 39(10):3812-3820.
[21] ZHANG H B, YUAN X F, LIU Y, et al. Experimental study on the pullout behavior of scrap tire strips and their application as soil reinforcement[J]. Construction and Building Materials, 2020, 254: 119288.
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