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Volume 34 Issue 12
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ZOU Wei-lie, ZHANG Jun-feng, WANG Xie-qun. Volume change correction and soil-water characteristics of remodeling expansive soil under dehydration path[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2213-2219.
Citation: ZOU Wei-lie, ZHANG Jun-feng, WANG Xie-qun. Volume change correction and soil-water characteristics of remodeling expansive soil under dehydration path[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2213-2219.
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Volume change correction and soil-water characteristics of remodeling expansive soil under dehydration path

  • 1. School of Civil Engineering, Wuhan University, Wuhan 430072, China;
    2. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430072, China

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  • Received Date: February 19, 2012
  • Published Date: December 24, 2012
    Graphical Abstract
    • Abstract
  • A set of dehydration tests and shrinkage tests of the specimens with five different initial dry densities are conducted to investigate the effects of volume change on soil-water characteristics of remodeling expansive soil from the field test section in Nanyang, where the Middle Route of the South-to-North Water Diversion project of China passes. A more reasonable formula for volume change correction is derived. The test results indicate that the volume change of expansive soil specimens has significant influence on the soil-water characteristic curve (SWCC) under dehydration path. For the same matric suction, the saturation degree/volumetric water content of the specimens after volume change correction is greater than that before volume change correction, while the difference between them is more distinct in the high suction section. Based on the Fredlund-Xing model and the test results, a SWCC model, which can take the volume change of specimens during dehydration process into account, is developed, and the effect laws of the initial void ratio of the specimens on the parameters of the SWCC model are discussed. Moreover, the behavior of spatial curved surface showing the relationship among water content, suction and void radio is investigated. Considering the volume change of the specimens during dehydration process, the functional relationship between the void ratio and the water content is a cubic polynomial, not linear relation.
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    • References (20)
  • [1]
    BARBOUR S L. Nineteenth Canadian Geotechnical Colloquium: the soil-water characteristic curve: a historical perspective[J]. Canadian Geotechnical Journal. 1998, 35(5): 873-894
    [2]
    周葆春，孔令伟. 考虑体积变化的非饱和膨胀土土水特征[J]. 水利学报, 2011,42(10):1152-1160
    ZHOU Bao-chun, KONG Ling-wei. Effect of volume changes on soil-water characteristics of unsaturated expansive soil[J]. Journal of Hydraulic Engineering, 2011,42(10):1152-1160. (in Chinese))
    [3]
    SALAGER S, EI YOUSSOUFI M S E Y, SAIX C S C. Definition and experimental determination of a soil-water retention surface[J]. Canadian Geotechnical Journal, 2010,47(6):609-622
    [4]
    刘艳华,龚壁卫,苏 鸿. 非饱和土的土水特征曲线研究[J]. 工程勘察, 2002(3):8-11
    LIU Yan-hua, GONG Bi-wei, SU Hong. Study on characteristic curve of soil and water for unsaturated soil[J]. Geotichnical Investigation and Surveying, 2002(3):8-11. (in Chinese))
    [5]
    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):937-978. (in Chinese))
    [6]
    张雪东,赵成刚,蔡国庆,等. 土体密实状态对土-水特征曲线影响规律研究[J]. 岩土力学, 2010,31(5):1463-1468
    ZHANG Xue-don, ZHAO Cheng-gang, CAI Guo-qin,et al. Research on influence of soil density on soil-water characteristic curve[J]. Rock and Soil Mechanics, 2010,31(5):1463-1468. (in Chinese))
    [7]
    MIAO Lin-chang, FEI Jing, SANDRA L. Soil-water characteristic curve of remolded expansive soils[C]// Proceedings of the Fourth International Conference on Unsaturated Soils, ASCE, 2006: 997-1004.
    [8]
    孔令伟,李雄威,郭爱国,等. 脱湿速率影响下的膨胀土工程性状与持水特征初探[J]. 岩土工程学报, 2009,31(3):335-340
    KONG Ling-wei, LI Xiong-wei, GUO Ai-guo,et al. Preliminary study on engineering behaviors and water retention characteristics of expansive soil under influence of drying rate[J]. Chinese Journal of Geotechnical Engineering, 2009,31(3):335-340. (in Chinese))
    [9]
    MBONIMPA M, AUBERTIN M, MAQSOUD A,et al. Predictive model for the water retention curve of deformable clayey soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006,132:1121
    [10]
    PÉRON H, HUECKEL T, LALOUI L. An improved volume measurement for determining soil water retention curves[J]. Geotechnical Testing Journal. 2007, 30(1): 1
    [11]
    SL 237—1999 土工试验规程[S]. 1999.
    SL 237—1999.
    [12]
    孙树国,陈正汉,朱元青,等. 压力板仪配套及SWCC试验的若干问题探讨[J]. 后勤工程学院学报, 2006,22(4):1-5
    SUN Shu-guo, CHEN Zheng-han, ZHU Yuan-qing,et al. Coordinated ceramic plate extractors and some problems of SWCC test[J]. Journal of Logistical Engineering University, 2006,22(4):1-5. (in Chinese))
    [13]
    张 华,陈守义,姚海林. 用收缩试验资料间接估算压力板试验中的体积含水量[J]. 岩土力学, 1999,20(2):22-26
    ZHANG Hua, CHEN Shou-yi, YAO Hai-lin. Estimation of volumetric water content in the pressure plate test by use of shrinkage test data[J]. Rock and Soil Mechanics, 1999,20(2):22-26. (in Chinese))
    [14]
    BRONSWIJK J. Shrinkage geometry of a heavy clay soil at various stresses[J]. Soil Science Society of America Journal. 1990, 54
    [15]
    VAN GENUCHTEN M T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J]. Soil Sci Soc Am J, 1980,44(5):892-898
    [16]
    FREDLUND D G, XING A. Equations for the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994,31(4):521-532
    [17]
    LEONG E C, RAHARDJO H. Review of soil-water characteristic curve equations[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997,123(12):1106-1117
    [18]
    KARUBE D, KAWAI K. The role of pore water in the mechanical behavior of unsaturated soils[J]. Geotechnical and Geological Engineering. 2001, 19(3): 211-241
    [19]
    TIMOTHY C, SIEGEL P E, RONALDO Luna,et al. Experimental study of the water retention curve as a function of void ratio[C]// Computer Applications in Geotechnical Engineering Denver Colorado United States. New York, 2007:1-10
    [20]
    FREDLUND D G, RAHARDJO H. Soil mechanics for unsaturated soils[M]. Wiley-Interscience, 1993.
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