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Volume 36 Issue 8
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LI Zhuo, SHENG Jing-bao, LIU Si-hong, HE Yong-jun, LI Ya-jun. Model tests on frost heave-prevented channels using soilbags[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1455-1463. DOI: 10.11779/CJGE201408011
Citation: LI Zhuo, SHENG Jing-bao, LIU Si-hong, HE Yong-jun, LI Ya-jun. Model tests on frost heave-prevented channels using soilbags[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1455-1463. DOI: 10.11779/CJGE201408011
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Model tests on frost heave-prevented channels using soilbags

  • 1. Nanjing Hydraulic Research Institute, Nanjing 210029, China; 2. Dam Safety Management Center of the Ministry of Water Resources, Nanjing 210029, China; 3. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China; 4. Civil Engineering and Geosciences, Delf Uinversity of Technology, Delft, The Netherlands

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  • Received Date: October 30, 2013
  • Published Date: August 18, 2014
    Graphical Abstract
    • Abstract
  • In order to study the effectiveness of channels of frost heave prevention using soilbags in cold regions, a series of model tests on the soilbag-reinforced channels and traditional channels are conducted in the laboratory. The variation patterns of frost heave, thawing settlement, moisture content and temperature of the soilbag-reinforced channels and traditional channels are studied. The test results show that the soilbag-reinforced channels have significant effectiveness of frost heave prevention. The frost heave prevention mechanism of channels using soilbags is revealed. The theory of frost heave prevention is explaned by comparing the soilbag-reinforced channels with the traditional channels due to the effect of soilbags, namely reinforcement, which is achieved by the small differential deformation and inhibition of capillary water and film water migration through soilbags. Therefore, the soilbags can prevent the frost heave of channels. This study may provide references for the frost heave prevention of channels in cold regions.
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    • References (13)
  • [1]
    陈肖柏, 刘建坤, 刘鸿绪, 等. 土的冻结作用与地基[M]. 北京: 科学出版社, 2006. (CHEN Xiao-bai, LIU Jian-kun, LIU Hong-xu, et al. Frost action of soil and foundation engineering[M]. Beijing: Science Press, 2006. (in Chinese))
    [2]
    MATSUOKA H, LIU S H. New earth reinforcement method by soilbags[J]. Soils and Foundations, 2003, 43(6): 173-188.
    [3]
    MATSUOKA H, LIU S H. A new earth reinforcement method using soilbags[M]. Rotterdam: A A Balkema Publishers- Taylor & Francis, 2005.
    [4]
    刘斯宏, MATSUOKA H. 土工袋加固地基新技术[J]. 岩土力学, 2007, 28(8): 1665-1670. (LIU Si-hong, MATSUOKA H. A new earth reinforcement method by soilbags[J]. Rock and soil mechanics, 2007, 28(8): 1665-1670. (in Chinese))
    [5]
    MATSUOKA H, LIU S H, UEDA T, et al. Model tests on improvement method for the bearing capacity of crushed stone foundation under railway sleepers by soilbags[C]// Proceedings of the 33th Japan National Conference on Geotechnical Engineering. Osaka, 1998: 2377-2378.
    [6]
    MATSUOKA H, LIU, S H, KODAMA H, et al. Reduction of settlement for ballast foundation under railway sleepers by soilbags[C]// Proceedings of the 35th Japan National Conference on Geotechnical Engineering. Tokyo, 2000: 1081-1082.
    [7]
    MATSUOKA H, MAURAMATSU D, LIU S H, et al. Reduction of environment ground vibration by soilbags[J]. Journal of Geotechnical Engineering, 2004, (764III-67): 235-245.
    [8]
    MATSUOKA H, LIU S H. A new earth reinforcement method using soilbags[M]. Rotterdam: A A Balkema Publishers- Taylor & Francis, 2006.
    [9]
    刘斯宏, 汪易森, 朱克生, 等. 有荷条件下南阳膨胀土强度试验及其应用[J]. 水利学报, 2010, 41(3): 361-367. (LIU Si-hong, WANG Yi-sen, ZHU Ke-sheng, et al. Experimental study on strength characteristics of Nanyang expansive soil under loading and its application[J]. Journal of Hydraulic Engineering, 2010, 41(3): 361-367. (in Chinese))
    [10]
    白福青, 刘斯宏, 王艳巧. 土工袋加筋原理及极限强度的分析研究[J]. 岩土力学, 2010, 31(增刊1): 172-176. (BAI Fu-qing, LIU Si-hong, WANG Yan-qiao. Research on reinforcement mechanism and failure strength of soilbags[J]. Rock and Soil Mechanics, 2010, 31(S1): 172-176. (in Chinese))
    [11]
    刘斯宏, 王柳江, 李 卓, 等. 土工袋加固软土地基现场荷载试验的数值模拟[J]. 水利水电科技进展, 2012, 32(1): 78-82. (LIU Si-hong, WANG Liu-jiang, LI Zhuo, et al. Numerical simulation of in-situ loading tests on a soilbag reinforced soft foundation[J]. Advances in Science and Technology of Water Resources, 2012, 32(1): 78-82. (in Chinese))
    [12]
    李 卓, 刘斯宏, 王柳江, 等. 冻融循环作用下土工袋冻胀量和融沉量试验[J]. 岩土力学, 2013, 34(9): 2541-2545. (LI Zhuo, LIU Si-hong, WANG Liu-jiang, et al. Experimental study of frost heave and thawing settlement of soilbags under different freeze-thaw cycles[J]. Rock and Soil Mechanics, 2013, 34(9): 2541-2545. (in Chinese))
    [13]
    MILLER R D. Freezing and heaving of saturated and unsaturated soils[J]. Highway Research Record, 1972, 393: 1-11.
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