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 33 Issue 12
Turn off MathJax
Article Contents
Abstract
References
Related Articles
YAO Yang-ping, YU Ya-ni. Extended critical state constitutive model for sand based on unified hardening parameter[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1827-1832.
Citation: YAO Yang-ping, YU Ya-ni. Extended critical state constitutive model for sand based on unified hardening parameter[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1827-1832.
shu

Extended critical state constitutive model for sand based on unified hardening parameter

  • (Department of Civil Engineering, Beihang University, Beijing 100191, China)

More Information
  • Published Date: December 14, 2011
    Graphical Abstract
    • Abstract
  • Based on the unified hardening parameter, an extended critical state constitutive model for sand is proposed. One state parameter is used to adjust the hardening parameter and dilatancy equation, giving a better description of dilatancy and contraction behavior for sand. The other parameter is used to revise the yield function, predicting the plastic deformation more appropriately. The introduction of the parameters into the model emphasizes the dependency on both the density and the effective principal stress of sand. The linear isotropic consolidation and the critical state lines are applied in void ratio versus the power of the effective mean stress space. The combined effect of the density and the effective mean stress on sand can be described by the proposed model using a unique set of model parameters in a wide range of density and confining pressure. A comparison between model simulations and experimental results shows the validity of the proposed model.
    • FullText(HTML)
    • References (21)
  • [1]
    BEEN K, JEFFERIES M G. A state parameter for sands[J]. Geotechnique, London, 1985, 35 (2): 99 – 112.
    [2]
    CAI Z Y, LI X S. Deformation characteristics and critical state of sand[J]. Chinese Journal of Geotechnical Engineering, 2004, 26 (5).
    [3]
    LADE V P. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces[J]. International Journal of Solids and Structures, 1977(13): 1019 – 1035.
    [4]
    VERMEER P A. A double hardening model for sand[J]. Geotechnique, 1978, 28 (4): 413 – 433.
    [5]
    WANG Z L, DAFALIAS Y F, SHEN C K. Bounding surface hypoplasticity model for sand[J]. Soils and Foundations, 1986, 26 (2): 1 – 15.
    [6]
    JEFFERIES M G. Nor-Sand: A simple critical state model for sand [J]. Géotechnique, 1993, 43 (1): 91 – 103.
    [7]
    MANZARI M T, DAFALIAS Y F. A critical state two-surface plasticity model for sand[J]. Geotechnique, 1997, 47 (2): 255 – 272.
    [8]
    LI X S, DAFALIAS Y F. Dilatancy for cohesionless soils[J]. Geotechnique, 2000, 50 (4): 449 – 460.
    [9]
    LI X S, DAFALIAS Y F. A constitutive framework for anisotropic sand including non-proportional loading[J]. Geotechnique, 2004, 54 (1): 41 – 55.
    [10]
    LING H I, YUE D, KALIAKIN V, THEMELIS N J. Anisotropic elatoplastic bounding surface model for cohesive soils[J]. Journal of Geotechnical and Geoenvironmental Engineering , 2006, 128 (7): 748 – 758.
    [11]
    CONSTANTINE A. Stamatopoulos. An experimental study of the liquefaction strength of silty sands in terms of the state parameter[J]. Soil Dynamics and Earthquake Engineering, 2010, 30 (8): 662 – 678.
    [12]
    YAO Y P, MATSUOKA H, SUN D A. A unified elastoplastic model for clay and sand with the SMP criterion[C]// Proc 8th Australia New Zealand Conf on Geomechanics, Hobart, 1999, Ⅱ: 997 – 1003.
    [13]
    YAO Y P, SUN D A, MATSUOKA H. A unified constitutive model for both clay and sand with hardening parameter independent on stress path[J]. Computers and Geotechnics, 2008, 35 : 210 – 222.
    [14]
    YAO Y P, SUN D A, LUO T. A critical state model for sands dependent on stress and density[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2004, 28 : 323 – 337.
    [15]
    VERDUGO R, ISHIHARA K. The steady state of sandy soils[J]. Soils and Foundations, 1996, 36 (2): 81 – 91.
    [16]
    RIEMER M F, SEED R B. Factors affecting apparent positions of steady-state line[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997, 123 (3): 281 – 288.
    [17]
    WANG Y. Characterization of Dilative shear failure in sand[D]. Hong Kong: Hong Kong University of Science and Technology, 1997.
    [18]
    LI X S, WANG Y. Linear representation of steady-state line for sand [J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124 (12): 1215 – 1217.
    [19]
    RICHART F E, HALL J R, WOOD R D. Vibrations of soils and foundations[M]. NJ: Prentice-Hall, Englewood Cliffs, 1970.
    [20]
    MATSUOKA H, YAO Y P, SUN D A. The Cam-clay models revised by the SMP criterion[J]. Soils and Foundations, 1999, 39 (1): 81 – 95.
    [21]
    YAO Y P, HOU W, ZHOU A N. UH model: three-dimensional unified hardening model for overconsolidated clays[J]. Géotechnique, 2009, 59 (5): 451 – 469.
    • Related Articles

  • Related Articles

    [1]State parameters applicable to the unified model of clays and sands[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240274
    [2]XIONG Haibin, YU Qian, ZHANG Sheng, TONG Chenxi, LAN Peng, LIU Guangqing. UH model and parameter inversion for crushable sands[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(1): 134-143. DOI: 10.11779/CJGE20211299
    [3]CUI Hao, XIAO Yang, SUN Zeng-chun, WANG Cheng-gui, LIANG Fang, LIU Han-long. Elastoplastic constitutive model for biocemented sands[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(3): 474-482. DOI: 10.11779/CJGE202203009
    [4]CAI Zheng-yin, HOU He-ying, ZHANG Jin-xun, ZHANG Lei, GUAN Yun-fei, CAO Yong-yong. Critical state and constitutive model for coral sand considering particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2019, (6): 989-995. DOI: 10.11779/CJGE201906001
    [5]FANG Huo-lang, CAI Yun-hui, WANG Wen-jie. State-dependent 3D multi-mechanism bounding surface model for rockfills[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(12): 2164-2171. DOI: 10.11779/CJGE201812002
    [6]SUN Yi-fei, GAO Yu-feng, JU Wen. Fractional plasticity and its application in constitutive model for sands[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1535-1541. DOI: 10.11779/CJGE201808021
    [7]WEI Kuang-min, CHEN Sheng-shui, LI Guo-ying, FU Zhong-zhi. Constitutive model for coarse-grained dam materials considering state parameter[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 654-661. DOI: 10.11779/CJGE201604009
    [8]ZHANG Wei-hua, ZHAO Cheng-gang, FU Fang. Bounding-surface constitutive model for saturated sands based on phase transformation state[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 930-939.
    [9]XU Shunhua, ZHENG Gang, XU Guangli. Critical state constitutive model of sand with shear hardening[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 953-958.
    [10]CAO Wengui, MO Rui, LI Xiang. Study on statistical constitutive model and determination of parameters of rock based on normal distribution[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 671-675.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1614) PDF downloads (824) Cited by()
    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