罗传庆, 张吾渝, 李辉, 马艳霞, 冯永珍, 武文举. 2016: 西宁地区原状黄土强度各向异性试验研究. 工程地质学报, 24(6): 1327-1332. DOI: 10.13544/j.cnki.jeg.2016.06.036
    引用本文: 罗传庆, 张吾渝, 李辉, 马艳霞, 冯永珍, 武文举. 2016: 西宁地区原状黄土强度各向异性试验研究. 工程地质学报, 24(6): 1327-1332. DOI: 10.13544/j.cnki.jeg.2016.06.036
    LUO Chuanqing, ZHANG Wuyu, LI Hui, MA Yanxia, FENG Yongzhen, WU Wenju. 2016: EXPERIMENTAL STUDY ON THE ANISOTROPIC STRENGTH OF INTACT LOESS IN XINING. JOURNAL OF ENGINEERING GEOLOGY, 24(6): 1327-1332. DOI: 10.13544/j.cnki.jeg.2016.06.036
    Citation: LUO Chuanqing, ZHANG Wuyu, LI Hui, MA Yanxia, FENG Yongzhen, WU Wenju. 2016: EXPERIMENTAL STUDY ON THE ANISOTROPIC STRENGTH OF INTACT LOESS IN XINING. JOURNAL OF ENGINEERING GEOLOGY, 24(6): 1327-1332. DOI: 10.13544/j.cnki.jeg.2016.06.036

    西宁地区原状黄土强度各向异性试验研究

    EXPERIMENTAL STUDY ON THE ANISOTROPIC STRENGTH OF INTACT LOESS IN XINING

    • 摘要: 为了研究西宁地区原状黄土的各向异性特性,采用应力-应变控制式三轴仪对不同深度、与沉积方向呈不同角度土样进行室内固结不排水剪切试验,分析不同深度处偏差应力与取样角度之间的关系以及在不同应变下各向异性体现程度的规律。结果表明:黄土的应力-应变曲线在最优含水率附近呈应变硬化型,其破坏形式以胀鼓型为主;原状黄土的应力-应变曲线在不同方向上呈现很明显的不同,土样的轴向应变值相等时,偏差应力在竖直方向最大,在与竖直面呈45°或90°方向时最小;原状黄土的各向异性在不同应变下的体现程度与其所承受的应力历史有关,当其所承受的先期固结压力较小时,黄土的各向异性程度随应变的增加而降低,反之,则各向异性的程度随应变的增加而升高。

       

      Abstract: For studying the anisotropy of intact loess in Xining, through triaxial test with consolidated undrained at different angles in every depth, analyzing the relationship between deviatoric stress and angles in loess, meanwhile, exploring the law about the degree in anisotropy with the strain increasing. The results show that the deviatoric stress-strain relationship of loess which is near the optimum water content is strain-hardening, the most failure modes is bulging in middle part; the deviatoric stress-strain relationship of intact loess in different depths present obvious anisotropy, at the same strain, the deviatoric stress have the maximum value in the vertical direction and have the minimum value in the angle of 45°or 90°to the vertical direction. The degree in anisotropy of intact loess with the strain is connected with the stress history. When the preconsolidation pressure is small, the degree in anisotropy of intact loess decreases with the increase of the strain, and conversely, the degree in anisotropy increases with the increase of strain.

       

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