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TAO Gao-liang, KONG Ling-wei. Prediction of air-entry value and soil-water characteristic curve of soils with different initial void ratios[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 34-38. DOI: 10.11779/CJGE2018S1006
Citation: TAO Gao-liang, KONG Ling-wei. Prediction of air-entry value and soil-water characteristic curve of soils with different initial void ratios[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 34-38. DOI: 10.11779/CJGE2018S1006

Prediction of air-entry value and soil-water characteristic curve of soils with different initial void ratios

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  • Received Date: June 10, 2017
  • Published Date: August 24, 2018
  • The prediction method for soil-water characteristic curve under different initial void ratios is the foundation of the study on hydro-mechanical coupling of unsaturated soils, so it is of important research significance. For this purpose, the prediction method for air-entry value of soils with different initial void ratios is established based on the fractal theory. The fractal dimension of different initial void ratios is studied and discovered to be approximately the same rule. On this basis, the prediction method for soil-water characteristic curve of soils with different initial ratios is established by using the fractal model. The experimental results show that the proposed prediction method is reasonable.
  • [1]
    张雪东, 赵成刚, 刘艳, 等. 变形对土水特征曲线影响规律模拟研究[J]. 土木工程学报, 2011, 44(7): 119-125.
    (ZHANG Xue-dong, ZHAO Cheng-gang, LIU Yan, et al.Modeling study of the relationship between deformation and water retention curve[J]. China Civil Engineering Journal, 2011, 44(7): 119-125. (in Chinese))
    [2]
    ZHOU A N, SHENG D C, CARTER J P.Modelling the effect of initial density on soil-water characteristic curves[J]. Géotechnique, 2012, 62(8): 669-680.
    [3]
    张昭, 刘奉银, 赵旭光, 等. 考虑应力引起孔隙比变化的土水特征曲线模型[J]. 水利学报, 2013, 44(5): 578-585.
    (ZHANG Zhao, LIU Feng-yin, ZHAO Xu-guang, et al.A soil water characteristic curve model considering void ratio variation with stress[J]. Journal of Hydraulic Engineering, 2013, 44(5): 578-585. (in Chinese))
    [4]
    陶高梁, 张季如, 庄心善, 等. 压缩变形影响下的土-水特征曲线及其简化表征方法[J]. 水利学报, 2014, 45(10): 1239-1245.
    (TAO Gao-liang, ZHANG Ji-ru, ZHUANG Xin-shan, et al.Influence of compression deformation on the soil-water characteristic curve and its simplified representation method[J]. Journal of Hydraulic Engineering, 2014, 45(10): 1239-1245. (in Chinese))
    [5]
    谢和平. 岩土介质的分形孔隙和分形粒子[J]. 力学进展, 1993, 23(2): 145-164.
    (XIE He-ping.Fractal pores and fractal particles of rock and soil materials[J]. Advances In Mechanics, 1993, 23(2): 145-164. (in Chinese))
    [6]
    TAO G L, ZHANG J R.Two categories of fractal models of rock and soil expressing volume and size-distribution of pores and grains[J]. Chinese Science Bulletin, 2009, 54: 4458-4467.
    [7]
    徐永福, 董平. 非饱和土的水分特征曲线的分形模型[J]. 岩土力学, 2002, 23(4): 400–405.
    (XU Yong-fu, DONG Ping.Fractal models for the soil-water characteristics of unsaturated soils[J]. Rock and Soil Mechanics, 2002, 23(4): 400-405. (in Chinese))
    [8]
    陶高梁, 孔令伟, 肖衡林, 等. 土-水特征曲线的分形特性及其分析拟合[J]. 岩土力学, 2014, 35(9): 2443-2447.
    (TAO Gao-liang, KONG Ling-wei, XIAO Heng-lin, et al.Fractal characteristics and fitting analysis of soil-water characteristic curves[J]. Rock and Soil Mechanics, 2014, 35(9): 2443-2447. (in Chinese))
    [9]
    孙德安, 孟德林, 孙文静, 等. 两种膨润土的土-水特征曲线[J]. 岩土力学, 2011, 32(4): 973-978.
    (SUN De-an, MENG De-lin, SUN Wen-jing, et al.Soil-water characteristic curves of two bentonites[J]. Rock and Soil Mechanics, 2011, 32(4): 973-978. (in Chinese))
    [10]
    ZHANG J, TAO G L, HUANG L, et al.Porosity models for determining the pore-size distribution of rocks and soils and their applications[J]. Chinese Science Bulletin, 2010, 55(34): 3960-3970.
    [11]
    FREDLUND D G, XING An-qing.Equations for the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31: 521-532.
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