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Volume 38 Issue zk1
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XIA Yan, LIU Hai-xiao, LIU Jun. The application of geomembrane combined with anti slide pile structure in soil slopes treatment and bridge foundationand protection in expansive soil area[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 248-252. DOI: 10.11779/CJGE2016S1046
Citation: XIA Yan, LIU Hai-xiao, LIU Jun. The application of geomembrane combined with anti slide pile structure in soil slopes treatment and bridge foundationand protection in expansive soil area[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 248-252. DOI: 10.11779/CJGE2016S1046
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The application of geomembrane combined with anti slide pile structure in soil slopes treatment and bridge foundationand protection in expansive soil area

  • 1. Jiangsu Transportation Research Institute Co., Ltd., Nanjing 210000, China;
    2.Flood Control and Drought Relief Office of Jiangsu Province, Nanjing 210029, China;
    3. Changzhou Municipal Bureau of Land and Resources, Changzhou 213002, China

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  • Received Date: November 29, 2015
  • Published Date: March 24, 2016
    Graphical Abstract
    • Abstract
  • Because the expansive soil has the characteristics of water loss and water loss, the expansive soil slope generally has the characteristics of slow sliding. Even if the slope tends to be stable, once influenced by the outside world, moisture changes resulting from the shrinkage crack will also cause sliding intensified development of pile foundation produced larger decline in force, resulting in bridge structural damage, bring huge losses. Therefore, in the expansive soil landslide governance, in addition to layout reasonable anti slide structure, take effective seepage control and drainage measures to try to reduce bank soil humidity change are equally important. The through an example of a large bridge project of expansive soil slope leading to the destruction of the bridge, and through comparison of several schemes, gives the anti sliding pile with composite geotechnical membrane isolation moisture with expansive soil landslide governance ideas and methods to solve the bridge safety hidden trouble, and achieved good control effect, prevention and control Countermeasures for similar projects for reference.
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    • References (12)
  • [1]
    常士骠, 张苏民. 工程地质手册[M]. 4版. 北京: 中国建筑工业出版社, 2007: 468-469. (CHANG Shi-biao, ZHANG Su-min. Engineering geology manual[M]. 4th ed. Beijing: China Building Industry Press, 2007: 468-469. (in Chinese))
    [2]
    袁从华, 周 健, 杨明亮. 高速公路膨胀土边坡整治[J]. 岩土力学与工程学报, 2007, 26(1): 3073-3078. (YUAN Cong-hua, ZHOU Jian, YANG Ming-liang. Treatment of expansive soil slpoes beside highways[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(1): 3073-3078. (in Chinese))
    [3]
    常士骠, 张苏民. 工程地质手册[M]. 4版. 北京: 中国建筑工业出版社, 2007: 473. (CHANG Shi-biao, ZHANG Su-min. Engineering geology manual[M]. 4th ed. Beijing: China Building Industry Press, 2007: 473. (in Chinese))
    [4]
    杨郭琳, 罗文柯. 潭邵高速公路膨胀土新的分类方法与工程应用[J]. 湘潭矿业学院院报, 2004, 19(1): 16-19. (YANG Guo-lin, LUO Wen-ke. New classified method of swell soils and engineering application in Tan-Shao expressway[J]. Journal of Xiangtan Mining Institute, 2004, 19(1): 16-19. (in Chinese))
    [5]
    聂亚军. 抗滑桩整治膨胀土滑坡的应用[J]. 铁道标准设计, 2004(8): 31-33. (NIE Ya-jun. The application of anti slide pile in the treatment of expansive soil slpoes[J]. Railway Standard Design, 2004(8): 31-33. (in Chinese))
    [6]
    廖世文. 膨胀土与铁路工程[M]. 北京：中国铁道出版社,1984: 22-26. (LIAO Shi-wen. Expansive soil and railway engineering[M]. Beijing: China Railway Press, 1984: 22-26. (in Chinese))
    [7]
    刘宗耀, 杨灿文, 王正宏, 等. 土工合成材料工程应用手册 [M]. 2版. 北京: 中国建筑工业出版社, 2000: 118. (LIU Zong-yao, YANG Can-wen, WANG Zheng-hong, et al. Application of the engineering application of geotechnical materials[M]. 2nd ed. Beijing: China Building Industry Press, 2000:118. (in Chinese))
    [8]
    束一鸣, 张利新, 袁全义, 等. 西霞院反调节水库土石坝膜防渗工艺[J]. 水利水电科技进展, 2009, 29(6): 70-73. (SHU Yi-ming, ZHANG Li-xin, YUAN Quan-yi, et al. Geomembrane seepage control techniques of Xixiayuan earth-rock dam[J]. Advances in Science and Technology of Water Resources, 2009, 29(6): 70-73. (in Chinese))
    [9]
    沈楼燕, 李海港. 尾矿库防渗土工膜渗漏问题讨论[J]. 有色金属（矿山部分）, 2009, 61(3): 71-74. (SHEN Lou-yan, LI Hai-gang. Discussion on leakage of geomembrance for tailing pond antiseepage[J]. Nonferrous Metals (Mine Section), 2009, 61(3): 71-74. (in Chinese))
    [10]
    李岳军, 周健平, 何世海, 等. 抽水蓄能电站水库土工膜防渗技术的研究和应用[J]. 水利发电,2006(3): 67-69. (LI Yue-jun, ZHOU Jian-ping, HE Shi-hai, et al. Study on and application of geotech-membrance in the leakage prevention works of reservoirs of the punped storage power station[J]. Water Power, 2006(3): 67-69. (in Chinese))
    [11]
    窦宝松, 鲍维猛, 王长保. 土工合成材料在渠道防渗工程中的应用于存在问题讨论[J]. 水利水电技术, 2009, 40(4): 27-29. (DOU Bao-song, BAO Wei-meng, WANG Chang-bao. Discussion on application of geo-synthetic material to anti-seepage of canal[J]. Water Resources and Hydropower Engineering, 2009, 40(4): 27-29. (in Chinese))
    [12]
    王正宏, 董在至, 杨灿文, 等. 土工合成材料应用技术规范[M]. 北京: 中国计划出版社, 1998: 13. (WANG Zheng-hong, DONG Zai-zhi, YANG Can-wen, et al. Application of geotechnical synthetic materials[M]. Beijing: China Planning Press, 1998: 13. (in Chinese))
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