非饱和土真三轴双剪新强度准则及验证*
CSTR:
作者单位:

长安大学,长安大学,长安大学,建筑工程学院

中图分类号:

TU432

基金项目:

国家自然科学基金项目(41202191);中国博士后科学基金(2014M562358)

  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [38]
  • |
  • 相似文献 [20]
  • |
  • 引证文献
  • | |
  • 文章评论
    摘要:

    已有非饱和土真三轴试验结果表明:中间主应力对其强度影响显著,但现有非饱和土强度公式多是基于未考虑中间主应力影响的Mohr-Coulomb强度准则而建立的。本文依据非饱和土的双应力状态变量理论,在俞茂宏双剪新强度准则的基础上,建立了适用于非饱和土的真三轴双剪新强度准则,并用文献非饱和粉砂刚性与柔性真三轴试验结果进行了验证。研究结果表明:本文分段线性的真三轴双剪新强度准则能反映非饱和土强度的中间主应力效应及其区间性与单轴拉压不等特性,且可线性逼近拓展的非线性Spatially Mobilized Plane准则;Mohr-Coulomb强度准则的预测值偏小、外接圆Drucker-Prager准则的预测值明显偏大,这两个准则对非饱和土的真三向应力状态及试验数据均不具有很好的适用性。

    Abstract:

    The true triaxial test results for unsaturated soils indicated that the intermediate principal stress affected the unsaturated soil strength significantly. However, most existing strength formulae of unsaturated soils were based on the Mohr-Coulomb strength criterion and did not consider the intermediate principal stress effect. On the basis of the new twin-shear strength criterion of Mao-Hong Yu and the two stress state variables theory, a new twin-shear true triaxial strength criterion is derived and validated by the rigid and flexible true triaxial tests of unsaturated silty sand available in the literature. It is shown that the new piecewise linear twin-shear true triaxial strength criterion proposed in this study can reflect strength characteristics of unsaturated soils, such as the effect and its range of intermediate principal stress and strength differences among uniaxial tension and uniaxial compression; the new twin-shear strength criterion can be a linear approximation of the extended nonlinear Spatially Mobilized Plane criterion; neither the Mohr-Coulomb strength criterion nor the circumscribed Drucker-Prager criterion has good applicability to true three dimensional stress states and test data of unsaturated soils, in that the predictions of Mohr-Coulomb strength criterion are small, whereas the predictions of circumscribed Drucker-Prager criterion are obviously large.

    参考文献
    陈正汉. 非饱和土与特殊土力学的基本理论研究[J]. 岩土工程学报, 2014, 36(2): 201-272.
    CHEN Zheng-han. On basic theories of unsaturated soils and special soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 201-272. (in Chinese)
    Fredlund D G, Rahardjo H. Soil mechanics for unsaturated soils[M]. New York: John Wiley and Sons, lnc., 1993.
    殷建华, 周万欢, Kumruzzaman M, 等. 新型混合边界真三轴仪加载装置及岩土材料试验结果[J]. 岩土工程学报, 2010, 32(4): 493-499.
    YIN Jian-hua, ZHOU Wan-huan, Kumruzzaman M, et al. New mixed boundary true triaxial loading device for testing study on 3-D stress-strain-strength behaviour of geomaterials[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4): 493-499. (in Chinese)
    Matsuoka H, Sun D A, Kogane A, et al. Stress-strain behaviour of unsaturated soil in true triaxial tests[J]. Canadian Geotechnical Journal, 2002, 39(3): 608-619.
    Macari E J, Hoyos L R. Mechanical behavior of an unsaturated soil under multi-axial stress states[J]. Geotechnical Testing Journal, 2001, 24(1): 14-22.
    [6]Hoyos L R, Perez-Ruiz D D, Puppala A J. Refined true triaxial apparatus for testing unsaturated soils under suction-controlled stress paths[J]. International Journal of Geomechanics, ASCE, 2012, 12(3): 281-291.
    [7]邢义川, 谢定义, 汪小刚, 等. 非饱和黄土的三维有效应力[J]. 岩土工程学报, 2003, 25(3): 288-293.
    XING Yi-chuan, XIE Ding-yi, WANG Xiao-gang, et al. 3D effective stress of unsaturated loess[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 288-293. (in Chinese)
    [8]邵生俊, 罗爱忠, 邓国华, 等. 一种新型真三轴仪的研制与开发[J]. 岩土工程学报, 2009, 31(8): 1172-1179.
    SHAO Sheng-jun, LUO Ai-zhong, DENG Guo-hua, et al. Development of a new true tri-axial apparatus[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1172-1179. (in Chinese)
    [9]于清高, 邵生俊, 佘芳涛, 等. 真三轴条件下Q2黄土的破坏模式与强度特性研究[J]. 岩土力学, 2010, 31(1): 66-70.
    YU Qing-gao, SHAO Sheng-jun, SHE Fang-tao, et al. Research on failure modes and strength characteristics of Q2 loess under true triaxial condition[J]. Rock and Soil Mechanics, 2010, 31(1): 66-70. (in Chinese)
    [10]张常光, 赵均海, 朱 倩. 非饱和土抗剪强度公式分类及总结[J]. 建筑科学与工程学报, 2012, 31(2): 74-82.
    ZHANG Chang-guang, ZHAO Jun-hai, ZHU Qian. Classification and summary of shear strength formulae for unsaturated soils[J]. Journal of Architecture and Civil Engineering, 2012, 31(2): 74-82. (in Chinese)
    Fredlund D G, Morgenstem N R, Widger R A. The shear strength of unsaturated soils[J]. Canadian Geotechnical Journal, 1978, 15(3): 313-321.
    俞茂宏. 双剪理论及其应用[M]. 北京: 科学出版社, 1998.
    YU Mao-hong. Twin-shear theory and its application[M]. Beijing: Science Press, 1998. (in Chinese)
    俞茂宏. 岩土类材料的统一强度理论及其应用[J]. 岩土工程学报, 1994, 16(2): 1-10.
    YU Mao-hong. Unified strength theory for geomaterials and its applications[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(2): 1-10. (in Chinese)
    [14]周 建. 非饱和土本构模型中应力变量选择研究[J]. 岩石力学与工程学报, 2009, 28(6): 1200-1205.
    ZHOU Jian. Research on selection of stress variables of constitutive model for unsaturated soils[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(6): 1200-1205. (in Chinese)
    [15]陈正汉, 秦 冰. 非饱和土的应力状态变量研究[J]. 岩土力学, 2012, 33(1): 1-11.
    CHEN Zheng-han, QIN Bing. On stress state variables of unsaturated soils[J]. Rock and Soil Mechanics, 2012, 33(1): 1-11. (in Chinese)
    [16]谢新宇, 刘 斌, 周 建. 非饱和土应力变量选取原则刍议[J]. 岩土力学, 2012, 33(8): 2269-2275.
    XIE Xin-yu, LIU Bin, ZHOU Jian. Discussion on selection principle of stress variables of unsaturated soil[J]. Rock and Soil Mechanics, 2012, 33(8): 2269-2275. (in Chinese)
    [17]赵成刚, 李 舰, 刘 艳, 等. 非饱和土力学中几个基本问题的探讨[J]. 岩土力学, 2013, 34(7): 1825-1831.
    ZHAO Cheng-gang, LI Jian, LIU Yan, et al. Discussion on some fundamental problems in unsaturated soil mechanics[J]. Rock and Soil Mechanics, 2013, 34(7): 1825-1831. (in Chinese)
    [18]Hossain M A, Yin J H. Behavior of a compacted completely decomposed granite soil from suction controlled direct shear tests[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2010, 136(1): 189-198.
    [19]Hossain M A, Yin J H. Shear strength and dilative characteristics of an unsaturated compacted completely decomposed granite soil[J]. Canadian Geotechnical Journal, 2010, 47(10): 1112-1126.
    [20]Houston S L, Perez-Garcia N, Houston W N. Shear strength and shear-induced volume change behavior of unsaturated soils from a triaxial test program[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2008, 134(11): 1619-1632.
    [21]张常光, 赵均海, 张冬芳. 非饱和土强度非线性及对被动土压力的影响[J]. 广西大学学报(自然科学版), 2012, 37(4): 797-785
    ZHANG Chang-guang, ZHAO Jun-hai, ZHANG Dong-fang. Nonlinear strength of unsaturated soils and its influence on passive earth pressure[J]. Journal of Guangxi University (Natural Science Edition), 2012, 37(4): 797-785. (in Chinese)
    [22]Zhao H F, Zhang L M, Fredlund D G. Bimodal shear-strength behavior of unsaturated coarse-grained soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2013, 139(12): 2070-2081.
    [23]Goh S G, Rahardjo H, Leong E C. Shear strength of unsaturated soils under multiple drying-wetting cycles[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2014, 140(2): 06013001.
    [24]宋友建, 胡新丽, 郭利娜, 等. 吸力路径对非饱和土力学性质的影响[J]. 水文地质工程地质, 2013, 40(5): 64-68.
    SONG You-jian, HU Xin-li, GUO Li-na, et al. Effect of suction path on mechanical behaviors of unsaturated soils[J]. Hydrogeology Engineering Geology, 2013, 40(5): 64-68. (in Chinese)
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

张常光,范文,赵均海,杜文超.非饱和土真三轴双剪新强度准则及验证*[J].同济大学学报(自然科学版),2015,43(9):1326~1331

复制
分享
文章指标
  • 点击次数:1902
  • 下载次数: 969
  • HTML阅读次数: 30
  • 引用次数: 0
历史
  • 收稿日期:2014-07-09
  • 最后修改日期:2015-05-03
  • 录用日期:2015-03-31
  • 在线发布日期: 2015-10-26
文章二维码