YAN Zhang-gen, ZOU Qun, XU Yu, WAN Qi, SHI Yu-ling, MA Gang-feng. Water migration rule of loess subgrade with sand interlayers[J]. Journal of Traffic and Transportation Engineering, 2016, 16(6): 21-29.
Citation: YAN Zhang-gen, ZOU Qun, XU Yu, WAN Qi, SHI Yu-ling, MA Gang-feng. Water migration rule of loess subgrade with sand interlayers[J]. Journal of Traffic and Transportation Engineering, 2016, 16(6): 21-29.

Water migration rule of loess subgrade with sand interlayers

More Information
  • Author Bio:

    YAN Chang-gen(1975-), male, associate professor, PhD, +86-29-62630052, yanchanggen@163.com

  • Received Date: 2016-07-02
  • Publish Date: 2016-12-25
  • Based on the loess subgrade of Shitian Expressway and the principle of soil water potential, laying sand interlayer in the loess subgrade was proposed to reduce the development of collapsibility water immersion.In the indoor model test, the sand interlayers were lain in the middle and bottom of loess subgrade, the seepage of top water, the infiltration of slope water and the capillarity of underground water for loess subgrade were simulated, the variation laws of water content in loess subgrade, their influence on the strength and stability of loess subgrade were analyzed, and their effect of water resistance and leakage resistance for sand interlayers was proved.Test result shows that the migration of water is rapider in initial period and slower in the middle and later periods; under the effect of ground water, the water contents of subgrade with a sand interlayer at the bottom of subgrade are 24%-27% after 32 days, but the water contentsreach to 60%in middle and lower parts(0.5mbelow the top surface)of pure loess subgrade, and the final influence depth of water reaches 1.2m;under the seepage of top water, the water contents of all depths of pure loess subgrade are more than 60% after 12 days, while the water contents of loess subgrade with a sand interlayer in the middle are less than 40% at 15 cm under the interlayer(0.8mbelow the surface of subgrade), and the moisture content is less than 30%at 25 cm under the interlayer.Obviously, the sand interlayers lay in middle and bottom of compacted loess subgrade can cut off the capillary water and reduce water infiltration, which can decrease the inside water content and increase the whole stability and strength for loess subgrade.

     

  • loading
  • [1] 长安大学. 黄土的物理特性研究[R]. 西安: 长安大学, 2005. Chang'an University. Study on physical properties of loess[R]. Xi'an: Chang'an University, 2005. (in Chinese).
    [2]
    LIU Wei-ran, GAO Jiang-ping. Numerical modelling on water migration in loess subgrade[J]. Journal of Chang'an University: Natural Science Edition, 2006, 26(4): 5-7. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200604001.htm
    [3]
    ZHANG Ning-ning, LUO Ya-sheng, SHA Lei. Effect of water content on strength of undisturbed unsaturated loess[J]. Bulletin of Soil and Water Conservation, 2013, 33(5): 101-104. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-STTB201305022.htm
    [4]
    LIU Xiao-ping. Study on the water-effects of unsaturated-soil roadbed and water-transfer characteristics in the roadbed[D]. Changsha: Hunan University, 2008. (in Chinese).
    [5]
    YAN Bin. Study on the moisture infiltration law and collapse deformation of loess subgrade[D]. Xi'an: Chang'an University, 2007. (in Chinese).
    [6]
    XIONG Bing, HU Xiao-ming. Study on centrifugal model of loess subgrade wetting characteristics[J]. Journal of Sichuan Union University: Engineering Science Edition, 1999, 3(1): 1-4. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH901.000.htm
    [7]
    GUAN Yan-hua, ZHUANG Pei-zhi, LI Hong-chao, et al. Model test of vertical stability of silt subgrade after soaking[J]. Journal of Civil, Architectural and Environmental Engineering, 2013, 35(3): 12-17. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JIAN201303004.htm
    [8]
    WANG Tie-xing, YUE Cai-kun, LU Jie, et al. Numerical analysis on moisture migration in loess subgrade under rainfall[J]. Journal of Xi'an University of Architecture and Technology: Natural Science Edition, 2007, 39(5): 593-597. (in Chinese). doi: 10.3969/j.issn.1006-7930.2007.05.001
    [9]
    ZHOU Qing-ke, JIN Feng, WANG En-zhi, et al. Saturated/unsaturated seepage model embedded in discontinuous element method and its experimental verification[J]. Journal of Hydroelectric Power, 2003(3): 34-39. (in Chinese). doi: 10.3969/j.issn.1003-1243.2003.03.006
    [10]
    CHEN Fei. Research on the seepage and deformation of nonsaturated soil[D]. Kunming: Kunming University of Science and Technology, 2014. (in Chinese).
    [11]
    GAO Yuan. Experimental research and numerical simulation on moisture migration of unsaturated loess under unidirectional freeze[D]. Xi'an: Xi'an University of Architecture and Technology, 2013. (in Chinese).
    [12]
    ZHOU Le, LIU Ya-kun. Research on seepage parameters of unsaturated soil[J]. Journal of Water Resources and Architectural Engineering, 2014, 12(2): 145-148. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-FSJS201402031.htm
    [13]
    LIU Hai-song, NI Wan-kui, YANG Hong-quan, et al. Site test on infiltration of loess subgrade under rainfall circumstance[J]. Journal of Earth Sciences and Environment, 2008, 30(1): 60-63. (in Chinese). doi: 10.3969/j.issn.1672-6561.2008.01.009
    [14]
    HE Fang-ding, ZHANG Hong-bo, LIU Shun-you. Research on the change law of moisture content of silt subgrade under rainfall condition[J]. Zhihuai, 2011(4): 26-27. (in Chinese). doi: 10.3969/j.issn.1001-9243.2011.04.012
    [15]
    SONG Xiu-guang. Hydrophilic characteristics and strength decay of silt roadbed in Yellow River alluvial plain[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(10): 1594-1602. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201010021.htm
    [16]
    LIU Li-xia. The calculation and analysis about moisture damage in roadbed of highway[D]. Wuhan: Wuhan University, 2005. (in Chinese).
    [17]
    LI Wei. Study on capillary water action and control technology of silt soil foundation of the Yellow River flood field in east of Henan[D]. Zhengzhou: Henan University, 2013. (in Chinese).
    [18]
    WANG Wen-yan, ZHANG Jian-feng, WANG Zhi-rong. Influence of sand layer in loess on infiltration characteristics[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(5): 33-41. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC505.005.htm
    [19]
    YANG Xue-ru, BI Sheng-qiang. Compaction technology for collapsible loess subgrade of expressway[J]. Road Machinery and Construction Mechanization, 2011, 28(7): 47-49. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZLJX201107029.htm
    [20]
    FREDLUND D G, HASAN J U. One-dimensional consolidation theory: unsaturated soils[J]. Canadian Geotechnical Journal, 1979, 16(3): 521-531.
    [21]
    FREDLUND D G, XING A Q, HUANG Shang-yan. Predicting the permeability function for unsaturated soils using the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31(3): 533-546.
    [22]
    TOPP G C, MILLER E E. Hysteretic moisture characteristics and hydraulic conductivities for glass-bead media[J]. Soil Science Society of America Journal, 1966, 30(2): 156-162.
    [23]
    WANG Zhi-rong, WANG Wen-yan. The physical mechanism and depreciation and rational burying depth of sand layer in loess[J]. Journal of Xi'an University of Technology, 2000, 16(2): 170-174. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XALD200002013.htm
    [24]
    WANG Wen-yan, WANG Quan-jiu, SHEN Bing, et al. Infiltration characteristics of soil with double-layer structure in Qinwangchuan Area of Gansu Province[J]. Journal of Soil Erosion and Water Conservation, 1998, 4(2): 36-40. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TRQS802.005.htm
    [25]
    ZHANG Jian-feng, WANG Wen-yan, YANG Zhi-wei, et al. The soil physics method of percolation decrease to protect loess cave from collapse[J]. Journal of China Agricultural University, 1997, 2(S): 88-91. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-NYDX1997S1016.htm
    [26]
    WANG Wen-yan, ZHANG Jian-feng. Research on countermeasures of the permeation reduction and cave in protection of cave dwelling[J]. Journal of Catastrophology, 1992, 7(2): 94-96. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZHXU199202022.htm
    [27]
    YANG Zhi-wei. Research on engineering test of loess cave waterproof technique[J]. Journal of Catastrophology, 1997, 12(2): 77-81. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZHXU199702017.htm
    [28]
    WANG Wen-yan, ZHANG Jian-feng, WANG Zhi-rong, et al. Infiltration reduction effect of sand layer in loess[J]. Journal of Hydraulic Engineering, 2005, 36(6): 650-655. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB200506002.htm

Catalog

    Article Metrics

    Article views (3545) PDF downloads(2497) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return