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Volume 40 Issue 12
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FAN Ke-wei, LIU Si-hong, XU Si-yuan, WANG Jian-lei. Field tests on retaining wall constructed with soilbags filled with clayey soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(12): 2341-2348. DOI: 10.11779/CJGE201812024
Citation: FAN Ke-wei, LIU Si-hong, XU Si-yuan, WANG Jian-lei. Field tests on retaining wall constructed with soilbags filled with clayey soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(12): 2341-2348. DOI: 10.11779/CJGE201812024
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Field tests on retaining wall constructed with soilbags filled with clayey soils

  • 1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;
    2. Power China Zhongnan Engineering Corporation Limited, Changsha 410014, China

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  • Received Date: October 16, 2017
  • Published Date: December 24, 2018
    Graphical Abstract
    • Abstract
  • In the construction of approach channels in a plain area, a lot of clayey soils are excavated. If the excavated clayey soils are filled into woven bags, they can be used to build retaining walls. The principle of treating clayey soils with soilbags is studied through laboratory tests. A 100-m testing retaining wall constructed with soilbags filled with clayey soils was designed and applied in the Yanglintang channel project. The behaviors of the retaining wall are studied through the field monitoring of the lateral deformation, lateral pressures and surface settlements of the retaining wall. The test results show that the soilbags can benefit the consolidation of clayey soils in the bags and increase their strength. The monitored maximum lateral deformation and the surface settlement of the retaining wall are 29.42 and 19.2 cm respectively after 7 months of the completion, hence quite stable. The lateral earth pressure on the front retaining structure is positively reduced owing to the interlayer friction of soilbags. The cost of the retaining wall constructed with soilbags has an obvious advantage over that of the conventional gravity concrete retaining wall.
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    • References (20)
  • [1]
    丁建文, 刘铁平, 曹玉鹏, 等. 高含水率疏浚淤泥固化土的抗压试验与强度预测[J]. 岩土工程学报, 2013, 35(增刊2): 55-60.
    (DING Jian-Wen, LIU Tie-ping, CAO Yu-peng, et al.Unconfined compression tests and strength prediction method for solidified soils of dredged clays with high water content[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 55-60. (in Chinese))
    [2]
    TANG Y X, YOSHIHIKO M, TAKASHI T.Practices of reused dredgings by cement treatment[J]. Soils and foundations, 2001, 41(5): 129-143.
    [3]
    DADOUCH M, GHEMBAZA M S, IKHLEF N S.Study in laboratory of treatment with cement of silty material: improvement of the mechanical properties[J]. Arabian Journal of Geosciences, 2015, 8(7): 4329-4336.
    [4]
    ZHU W, ZHANG C L, CHIU A C F. Soil-water transfer mechanism for solidified dredged materials[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(5): 588-598.
    [5]
    DONG P, QIN R, CHEN Z.Bearing capacity and settlement of concrete-cored DCM pile in soft ground[J]. Geotechnical & Geological Engineering, 2004, 22(1): 105-119.
    [6]
    朱宏伟, 姚令侃, 张旭海. 两种加筋土挡墙的动力特性比较及抗震设计建议[J]. 岩土工程学报, 2012, 34(11): 2072-2080.
    (ZHU Hong-wei, YAO Ling-kan, ZHANG Xu-hai.Comparison of dynamic characteristics between netted and packaged reinforced soil retaining walls and recommendations for seismic design[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2072-2080. (in Chinese))
    [7]
    SKINNER G D, ROWE R K.Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation[J]. Geotextiles and Geomembranes, 2005, 23(3): 234-260.
    [8]
    刘斯宏, 松冈元. 土工袋加固地基新技术[J]. 岩土力学, 2007, 28(8): 1665-1670.
    (LIU Si-hong, MATSUOKA Hajime.A new earth reinforcement method by soilbags[J]. Rock and Soil Mechanics, 2007, 28(8): 1665-1670. (in Chinese))
    [9]
    刘斯宏, 汪易森.土工袋技术及其应用前景[J]. 水利学报, 2007(增刊): 644-648.
    (LIU Si-hong, WANG Yi-shen.Reinforcement mechanism of soilbags and its applications[J]. Journal of Hydraulic Engineering, 2007(S0): 644-648. (in Chinese))
    [10]
    LIU S, BAI F, WANG Y, et al.Treatment for expansive soil channel slope with soilbags[J]. Journal of Aerospace Engineering, 2012, 26(4): 657-666.
    [11]
    LIU S, LU Y, WENG L, et al.Field study of treatment for expansive soil/rock channel slope with soilbags[J]. Geotextiles and Geomembranes, 2015, 43(4): 283-292.
    [12]
    刘斯宏, 薛向华, 樊科伟, 等. 土工袋柔性挡墙位移模式及土压力研究[J]. 岩土工程学报, 2014, 36(12): 2267-2273.
    (LIU Si-hong, XUE Xiang-hua, FAN Ke-wei, et al.Study on the earth pressure and deformation mode of a retaining wall constructed with soilbags[J]. Chinese Journal of Geotechnical Engineering. 2014, 36(12): 2267-2273. (in Chinese))
    [13]
    刘斯宏, 樊科伟, 陈笑林, 等. 土工袋层间摩擦特性试验研究[J]. 岩土工程学报, 2016, 38(10): 1874-1880.
    (LIU Si-hong, FAN Ke-wei, CHEN Xaio-lin, et al.Experimental studies on interface friction characteristics of soilbags[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(10): 1874-1880. (in Chinese))
    [14]
    刘斯宏, 李玲君, 张雨灼, 等. 土工袋挡土墙小型振动台试验[J]. 河海大学学报 (自然科学版), 2015: 236-243.
    (LIU Si-hong, LI Ling-jun, ZHANG Yu-zhuo, et al.Small-scale shaking table tests on retaining wall constructed with soilbags[J]. Journal of Hohai University (Natural Sciences), 2015: 236-243. (in Chinese))
    [15]
    陈笑林. 土工袋柔性挡土墙模型试验及设计方法研究[D]. 南京: 河海大学, 2017.
    (CHEN Xiao-lin.Study on seismic behavior of flexible retaining walls constructed with soilbags[D]. Nanjing: Hohai University, 2017. (in Chinese))
    [16]
    李玲君, 刘斯宏, 徐小东, 等. 袋内材料对土工袋动力特性参数影响的试验研究[J]. 岩土力学, 2015, 36(1): 131-136.
    (LI Ling-jun, LIU Si-hong, XU Xiao-dong, et al.Tests on factors of dynamic characteristics of retaining walls constructed with soilbags[J]. Rock and Soil Mechanics, 2015, 36(1): 131-136. (in Chinese))
    [17]
    薛向华. 土工袋柔性挡土墙模型试验及设计方法研究[D]. 南京: 河海大学, 2014.
    (XUE Xiang-hua.Study on the model test and design of flexible retaining walls built with soilbgas[D]. Nanjing: Hohai University, 2017. (in Chinese))
    [18]
    刘斯宏. 土工袋技术原理与实践[M]. 北京: 科学出版社, 2017.
    (LIU Si-hong.Principle and application of soilbags[M]. Beijing: Science Press, 2017. (in Chinese))
    [19]
    孙见松. 一种袋装碎石重力式挡土墙的设计理论与应用研究[D]. 湘潭: 湘潭大学, 2011.
    (SUN Jian-song.The study of design theory and application of a gravity retaining wall constructed with soilbags filled with crushed stones[D]. Xiangtan: Xiangtan University, 2011. (in Chinese))
    [20]
    杨广庆, 庞巍, 吕鹏, 等. 塑料土工格栅拉伸特性试验研究[J]. 岩土力学, 2008, 29(9): 2387-2391.
    (YANG Gang-qing, PANG Wei, LÜ Peng, et al.Experimental study of tensile properties of geogrids[J]. Rock and Soil Mechanics, 2008, 29(9): 2387-2391. (in Chinese))
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