Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 46 Issue 3
Turn off MathJax
Article Contents
Abstract
References
Supplements
YU Jiake, WANG Rui, ZHANG Jianmin. Constitutive model simulation for mechanical response of anisotropic sand under different principal stress directions[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(3): 670-677. DOI: 10.11779/CJGE20221454
Citation: YU Jiake, WANG Rui, ZHANG Jianmin. Constitutive model simulation for mechanical response of anisotropic sand under different principal stress directions[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(3): 670-677. DOI: 10.11779/CJGE20221454
shu

Constitutive model simulation for mechanical response of anisotropic sand under different principal stress directions

  • Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China

More Information
  • Received Date: November 23, 2022
  • Available Online: May 23, 2023
    Graphical Abstract
    • Abstract
  • Rising ground water level reduces the mean effective stress within ground soil and may cause stability problems for the slopes in saturated loose sand. The constant shear drained (CSD) stress path represents the stress conditions with rising phreatic surface, yet the influences of anisotropy on soil response under such stress path are still unclear. In this study, the anisotropic CycLiq model is used to simulate the CSD stress tests under different principal stress directions. Based on the original CycLiq model, the model considers the evolution of fabric anisotropy and its influences on plastic modulus and dilatancy, and can simulate the influences of different principal stress directions. The simulated results achieve good agreement with the test results for undrained shear and CSD loading under different intermediate stress coefficients and principal stress directions. For the CSD tests, the mean effective stress in instability state is observed to increase with the increasing void ratio and loading angle. The initial fabric norm is shown to have significant influences on the stress ratio at the instability state in the CSD tests.
    • FullText(HTML)
    • References (38)
  • [1]
    JEFFERIES M, BEEN K. Soil Liquefaction: A Critical State Approach[M]. New York: CRC press, 2015.
    [2]
    CHU J, LEONG W, LOKE W, et al. Instability of loose sand under drained conditions[J]. J Geotech Geoenviron Eng, 2012, 138(2): 207-16. doi: 10.1061/(ASCE)GT.1943-5606.0000574
    [3]
    BRAND E. Some thoughts on rain-induced slope failures[J]. Proc 10th ICSMFE, 1981, 3: 373-6.
    [4]
    ANDERSON S A, RIEMER M F. Collapse of saturated soil due to reduction in confinement[J]. Journal of Geotechnical Engineering, 1995, 121(2): 216-20. doi: 10.1061/(ASCE)0733-9410(1995)121:2(216)
    [5]
    ANDERSON SCOTT A, SITAR N. Analysis of Rainfall-Induced Debris Flows [J]. Journal of Geotechnical Engineering, 1995, 121(7): 544-52. doi: 10.1061/(ASCE)0733-9410(1995)121:7(544)
    [6]
    CHU J, LEROUEIL S, LEONG W. Unstable behaviour of sand and its implication for slope instability[J]. Canadian Geotechnical Journal, 2003, 40(5): 873-85. doi: 10.1139/t03-039
    [7]
    LASHKARI A, KHODADADI M, BINESH S M, et al. Instability of particulate assemblies under constant shear drained stress path: DEM approach[J]. International Journal of Geomechanics, 2019, 19(6): 04019049. doi: 10.1061/(ASCE)GM.1943-5622.0001407
    [8]
    FANNI R, REID D, FOURIE A. Effect of principal stress direction on the instability of sand under the constant shear drained stress path[J]. Géotechnique, 2022: 1-17.
    [9]
    YANG J, LI X. State-dependent strength of sands from the perspective of unified modeling[J]. J Geotech Geoenviron Eng, 2004, 130(2): 186-98. doi: 10.1061/(ASCE)1090-0241(2004)130:2(186)
    [10]
    GUO P. Modified direct shear test for anisotropic strength of sand[J]. J Geotech Geoenviron Eng, 2008, 134(9): 1311-8. doi: 10.1061/(ASCE)1090-0241(2008)134:9(1311)
    [11]
    ODA M. Initial fabrics and their relations to mechanical properties of granular material[J]. Soils and Foundations, 1972, 12(1): 17-36. doi: 10.3208/sandf1960.12.17
    [12]
    PRADHAN T B, TATSUOKA F, HORII N. Simple shear testing on sand in a torsional shear apparatus[J]. Soils and Foundations, 1988, 28(2): 95-112. doi: 10.3208/sandf1972.28.2_95
    [13]
    TATSUOKA F, SAKAMOTO M, KAWAMURA T, et al. Strength and deformation characteristics of sand in plane strain compression at extremely low pressures[J]. Soils and Foundations, 1986, 26(1): 65-84. doi: 10.3208/sandf1972.26.65
    [14]
    YANG Z, LI X, YANG J. Undrained anisotropy and rotational shear in granular soil[J]. Géotechnique, 2007, 57(4): 371-84. doi: 10.1680/geot.2007.57.4.371
    [15]
    杨仲轩, 闫珞洢, 余洋, 等. 土的组构各向异性及其本构模拟研究进展[J]. 地基处理, 2022, 4(4): 279-288. https://www.cnki.com.cn/Article/CJFDTOTAL-DJCL202204002.htm

    YANG Zhongxuan, YAN Luoyi, YU Yang, et al. Overview of fabric anisotropy of soils and constitutive model developments[J]. Journal of Ground Improvement, 2022, 4(4): 279-288. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DJCL202204002.htm
    [16]
    童朝霞, 周少鹏, 姚仰平, 等. 测定各向异性砂土抗剪强度特性的新型直剪装置及初步应用[J]. 岩石力学与工程学报, 2012, 31(12): 2579-2584. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201212024.htm

    TONG Zhaoxia, ZHOU Shaopeng, YAO Yangping, et al. An improved direct shear apparatus for shear strength of anisotropic sands and its primary application[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(12): 2579-2584. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201212024.htm
    [17]
    YOSHIMINE M, ISHIHARA K, VARGAS W. Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand[J]. Soils and Foundations, 1998, 38(3): 179-88. doi: 10.3208/sandf.38.3_179
    [18]
    NAKATA Y, HYODO M, MURATA H, et al. Flow deformation of sands subjected to principal stress rotation[J]. Soils and Foundations, 1998, 38(2): 115-28. doi: 10.3208/sandf.38.2_115
    [19]
    FU P, DAFALIAS Y F. Study of anisotropic shear strength of granular materials using DEM simulation[J]. Int J Numer Anal Methods Geomech, 2011, 35(10): 1098-126. doi: 10.1002/nag.945
    [20]
    GAO Z, ZHAO J, YAO Y. A generalized anisotropic failure criterion for geomaterials[J]. Int J Solids Struct, 2010, 47(22/23): 3166-85.
    [21]
    LIAO D, YANG Z, WANG S, et al. Hypoplastic model with fabric change effect and semifluidized state for post-liquefaction cyclic behavior of sand[J]. Int J Numer Anal Methods Geomech, 2022, 46(17): 3154-77. doi: 10.1002/nag.3444
    [22]
    WANG R, CAO W, XUE L, et al. An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand[J]. Acta Geotech, 2021, 16(1): 43-65. doi: 10.1007/s11440-020-00984-y
    [23]
    姚仰平, 唐科松. 土的各向同性化变换应力方法[J]. 力学学报, 2022, 54(6): 1651-1659, I0003. https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB202206015.htm

    YAO Yangping, TANG Kesong. Isotropically transformed stress method for the anisotropy of soils[J]. Chinese Journal of Theoretical and Applied Mechanics, 2022, 54(6): 1651-1659, I0003. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB202206015.htm
    [24]
    WANG R, ZHANG J M, WANG G. A unified plasticity model for large post-liquefaction shear deformation of sand[J]. Computers and Geotechnics, 2014, 59: 54-66. doi: 10.1016/j.compgeo.2014.02.008
    [25]
    张建民. 砂土的可逆性和不可逆性剪胀规律[J]. 岩土工程学报, 2000, 22(1): 12-17. http://cge.nhri.cn/cn/article/id/10443

    ZHANG Jianmin. Reversible and irreversible dilatancy of sand[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 12-17. (in Chinese) http://cge.nhri.cn/cn/article/id/10443
    [26]
    张建民, 罗刚. 考虑可逆与不可逆剪胀的粗粒土动本构模型[J]. 岩土工程学报, 2005, 27(2): 178-184. doi: 10.3321/j.issn:1000-4548.2005.02.009

    ZHANG Jianmin, LUO Gang. A new cyclic constitutive model for granular soil considering reversible and irreversible dilatancy[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(2): 178-184. (in Chinese) doi: 10.3321/j.issn:1000-4548.2005.02.009
    [27]
    王刚, 张建民. 砂土液化大变形的弹塑性循环本构模型[J]. 岩土工程学报, 2007, 29(1): 51-59. http://cge.nhri.cn/cn/article/id/12274

    WANG Gang, ZHANG Jianmin. A cyclic elasto-plastic constitutive model for evaluating large liquefaction-induced deformation of sand[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 51-59. (in Chinese) http://cge.nhri.cn/cn/article/id/12274
    [28]
    RICHART F E, HALL J R, WOODS R D. Vibrations of Soils and Foundations[M]. New York: Prentice-Hall, 1970.
    [29]
    BEEN K, JEFFERIES M G. A state parameter for sands[J]. Géotechnique, 1985, 35(2): 99-112. doi: 10.1680/geot.1985.35.2.99
    [30]
    LI X S, WANG Y. Linear representation of steady-state line for sand[J]. J Geotech Geoenviron Eng, 1998, 124(12): 1215-1221. doi: 10.1061/(ASCE)1090-0241(1998)124:12(1215)
    [31]
    ROSCOE K H, SCHOFIELD A N, WROTH C P. On the yielding of soils[J]. Géotechnique, 1958, 8(1): 22-53. doi: 10.1680/geot.1958.8.1.22
    [32]
    LIU H, SONG E, LING H I. Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics[J]. Mechanics Research Communications, 2006, 33(4): 515-531. doi: 10.1016/j.mechrescom.2006.01.002
    [33]
    DAFALIAS Y F, MANZARI M T. Simple plasticity sand model accounting for fabric change effects[J]. Journal of Engineering Mechanics, 2004, 130(6): 622-634. doi: 10.1061/(ASCE)0733-9399(2004)130:6(622)
    [34]
    姚仰平, 张民生, 万征, 等. 基于临界状态的砂土本构模型研究[J]. 力学学报, 2018, 50(3): 589-598. https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201803015.htm

    YAO Yangping, ZHANG Minsheng, WAN Zheng, et al. Constitutive model for sand based on the critical state[J]. Chinese Journal of Theoretical and Applied Mechanics, 2018, 50(3): 589-598. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201803015.htm
    [35]
    ZHANG J M. Cyclic Critical Stress State Theory of Sand with Its Application to Geotechnical Problems[D]. Tokyo: Tokyo Institute of Technology, 1997.
    [36]
    MIURA S, TOKI S. A sample preparation method and its effect on static and cyclic deformation-strength properties of sand[J]. Soils and Foundations, 1982, 22(1): 61-77. doi: 10.3208/sandf1972.22.61
    [37]
    YANG Z, LI X, YANG J. Quantifying and modelling fabric anisotropy of granular soils[J]. Géotechnique, 2008, 58(4): 237-248. doi: 10.1680/geot.2008.58.4.237
    [38]
    叶斌, 宋思聪, 倪雪倩. 制样方法对砂土液化力学性质影响的离散元模拟[J]. 同济大学学报(自然科学版), 2022, 50(7): 998-1008. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ202207010.htm

    YE Bin, SONG Sicong, NI Xueqian. Effects of sample preparation method on sand liquefaction mechanical properties with discrete element simulation[J]. Journal of Tongji University (Natural Science), 2022, 50(7): 998-1008. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ202207010.htm
    • Related Articles
  • Supplements (2)

  • Other Related Supplements

  • Cited by

    Periodical cited type(1)

    1. 刘奇，牛家宝，李青海，赵金海，訾建潇. 采动覆岩裂隙演化的光纤监测耦合性及分带表征. 煤炭学报. 2024(03): 1345-1357 .

    Other cited types(1)

Catalog

    Get Citation
    PDF
    XML
    PDF(English)(1325KB)()
    Article views (360) PDF downloads (143) Cited by(2)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return