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非饱和重塑黄土基质吸力变化特征与物理性质的关系 被引量:4

Correlations between matric suction of unsaturated remoulded loess soils and their physical properties
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摘要 本文以兰州重塑黄土为对象,通过室内试验分析6组非饱和重塑黄土土-水特征曲线分段特征值与主要物性指标的统计关系,探讨了非饱和重塑黄土物理性质对其基质吸力变化特征的影响。结果表明,对于非饱和重塑黄土,分段特征含水量、特征饱和度、特征基质吸力与干密度关系密切,与颗粒级配关系较弱。随干密度增加,过渡区特征饱和度、残余饱和度线性增加,饱和含水量、过渡区特征含水量线性降低,残余基质吸力及过渡区特征基质吸力分别为线性及非线性增加。过渡区特征饱和度、残余饱和度与土体中粘粒含量线性正相关,与粉粒含量负相关。饱和含水量与粉粒含量线性正相关,残余基质吸力与其线性负相关。重塑黄土的微观结构显示这些关系受制于土体的孔隙结构和颗粒间的相互关系。 This paper shows the investigation results of the effect of physical properties of remoulded loess soils on the variation in the matric suction of unsaturated remoulded loess soils via laboratory test,which was particularly focused on the analysis of correlations between main physical properties and characteristic values at some critical points of soil-water characteristic curves.The results show that,for the remolded loess soils,water content,saturation and matric suction at some critical point of the soil water characteristic curves,have closer correlations with dry density than that with particle size distribution.With the increase of dry density,characteristic saturation of transition zone and residual saturation increase linearly,saturated water content and characteristic water content of transition zone decreases linearly,and residual matric suction and characteristic matric suction of transition zone respectively increases linearly and nonlinearly.Specifically,both characteristic saturation of transition zone and residual saturation have linear correlation with clay content,while fairly reverse linear correlation with silt content.Saturated water content has linear correlation with silt content,while residual matric suction has reverse linear correlation with it.Microstructures of the soils illustrated that the insights of these correlations are controlled by the pore structure and relationships between particles.
出处 《水文地质工程地质》 CAS CSCD 北大核心 2011年第6期49-55,共7页 Hydrogeology & Engineering Geology
基金 国家自然科学基金项目资助(40872182)
关键词 非饱和重塑黄土 土-水特征曲线分段特征值 干密度 粘粒含量 粉粒含量 unsaturated remoulded loess soils characteristic value at some critical point of the soil water characteristic curve dry density clay content silt content
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  • 1Bishop A W, Alpan I, Blight G E, et al. Factors controlling the shear strength of partly saturated cohesive soils [ C ]//ASCE Research Conference on Shear Strength of Cohensive Soils. Boulder: University of Colorado, 1960:503 - 532.
  • 2Vereecken H, Maes J, Feyen J, et al. Estimating the soil moisture retention Characteristic from texture, bulk density, and carbon content [ J]. Soil Science, 1989, 148(6) :389 -403.
  • 3Arya L M, Paris J F. A Physicoempirical Model to Predict the Soil Moisture Characteristic from Particle- Size Distribution and Bulk Density Data [ J]. Soil Science Society of America Journal, 1981,45:1023 - 1030.
  • 4Arya L M, Leij F J, Van Genuchten M T, et alScaling Parameter to Predict the Soil Water Characteristic from Particle-Size Distribution Data [J]. Soil Science Society of America Journal, 1999, 63:510 -519.
  • 5Zhuang J, Yan J, Miyazaki T. Estimating water retention characteristic from soil particle-size distribution using a non-similar media concept [ J ]. Science,2001, 166 : 308 - 321.
  • 6Gallipoli D, Wheeler S J, Karstunen M. Modeling the variation of saturation in a deformable unsaturated soil [ J]. Geoteehnique, 2003, 53(1) :105 - 112.
  • 7Agus S S, Leong E C, Rahardjo H. Soil-water characteristic curves of Singapore residual soils [ J ]. Geoteehnical and Geological Engineering, 2001, 19 : 285 - 309.
  • 8Vanapalli S K, Fredlund D G, Pufahl D E. The influence of soil structure and stress history on the soil water characteristics of a compacted till [ J ]. Geoteehnique, 1999,49 ( 2 ) : 143 - 159.
  • 9刘智荣,闫兴愿,王红波.土水特征曲线试验研究及影响因素分析[J].陕西建筑,2009(8):59-61. 被引量:1
  • 10熊承仁,刘宝琛,张家生.重塑粘性土的基质吸力与土水分及密度状态的关系[J].岩石力学与工程学报,2005,24(2):321-327. 被引量:49

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