韩爱民, 李彤, 徐洪钟. 2016: 脱湿状态下南京下蜀土的土水-力学特性. 工程地质学报, 24(2): 268-275. DOI: 10.13544/j.cnki.jeg.2016.02.013
    引用本文: 韩爱民, 李彤, 徐洪钟. 2016: 脱湿状态下南京下蜀土的土水-力学特性. 工程地质学报, 24(2): 268-275. DOI: 10.13544/j.cnki.jeg.2016.02.013
    HAN Aimin, LI Tong, XU Hongzhong. 2016: HYDRO-MECHANICAL BEHAVIOUR OF NANJING XIASHU LOESS IN DESORPTION MOISTURE STATE. JOURNAL OF ENGINEERING GEOLOGY, 24(2): 268-275. DOI: 10.13544/j.cnki.jeg.2016.02.013
    Citation: HAN Aimin, LI Tong, XU Hongzhong. 2016: HYDRO-MECHANICAL BEHAVIOUR OF NANJING XIASHU LOESS IN DESORPTION MOISTURE STATE. JOURNAL OF ENGINEERING GEOLOGY, 24(2): 268-275. DOI: 10.13544/j.cnki.jeg.2016.02.013

    脱湿状态下南京下蜀土的土水-力学特性

    HYDRO-MECHANICAL BEHAVIOUR OF NANJING XIASHU LOESS IN DESORPTION MOISTURE STATE

    • 摘要: 用经改造的GDS非饱和土三轴仪测得下蜀土在不同净围压下的变形特性和持水特性,并以van Genuchten模型对试验数据的拟合结果为基础,分析了净围压对下蜀土吸力应力特征曲线的影响,全面系统地研究了脱湿状态下南京下蜀土的土水-力学特性。研究表明,下蜀土的变形特性受净围压与基质吸力影响,基质吸力越高,下蜀土的压缩性越低,可以用二元指数函数本构模型分析孔隙比与应力状态变量间的关系。净围压使下蜀土持水能力增强,净围压与进气值呈幂函数关系。土的压缩性越高,净围压对其持水特性的影响越显著;随着净围压的增大,下蜀土孔隙比趋同,净围压对持水特性的影响逐渐减弱。外部荷载对下蜀土吸力应力特征曲线的影响是分段的,在边界效应区范围内,净围压增大时,吸力应力特征曲线间的差异逐渐减小;在过渡区范围内,吸力应力随状态变量变化的快慢程度不受外部荷载影响。根据双电层理论分析了高吸力时吸力应力的物理意义与计算方法,提出以界限有效饱和度作为吸力应力函数的分界点。

       

      Abstract: A series of water-retention tests are carried out with different net confining pressures by the modified GDS unsaturated soil testing equipment. The deformation behaviour and water-retention characteristic of Xiashu loess are analyzed. Based on the data fitting for the soil-water retention curve of Xiashu loess with the van genuchten model, the influence of net confining pressure on the suction-stress characteristic curve(SSCC) of Xiashu loess is presented. The hydro-mechanical behaviour of Nanjing Xiashu loess in desorption moisture state is systematically studied. The experimental results show that net confining pressure and matric suction have significant influence on the deformation behaviour of Xiashu loess. When the matric suction of Xiashu loess becomes higher, the compressibility tends to be lower. The binary exponential function model is put forward to forecast the exterior relations between void ratio and stress state variables. The distinctness of water-retention characteristics of Xiashu loess follows net confining pressure rise. The power function between air-entry value and net confining pressure is reached. Net confining pressure influences the water-retention characteristic of higer compressive soil more significantly. With the increase of net confining pressure, the void ratio of Xiashu loess proceeds a convergence, and the influence of net confining pressure on the water-retention characteristic has started to decline in due process. The external load on Xiashu loess affects the SSCCs piecewise. In the boundary-effect zone, with the increase of net confining pressure, the difference between SSCCs decreases gradually. In the transition zone, the variations of the differential coefficient of suction stress with the state variables is isolated from the external load. Physical meaning and calculation method of suction stress function at high suctions acquired from theory of electrical double layer are approached. The effective boundary saturation degree is proposed as the demarcation point of suction stress function.

       

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