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 43 Issue 6
Turn off MathJax
Article Contents
Abstract
References
XU Ping, SUN Zhi-jun, SHAO Sheng-jun. Strength characteristics based on variation of spatial mobilization plane for anisotropic geomaterials[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 1118-1124. DOI: 10.11779/CJGE202106015
Citation: XU Ping, SUN Zhi-jun, SHAO Sheng-jun. Strength characteristics based on variation of spatial mobilization plane for anisotropic geomaterials[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 1118-1124. DOI: 10.11779/CJGE202106015
shu

Strength characteristics based on variation of spatial mobilization plane for anisotropic geomaterials

  • 1.

    Institute of Water Resources and Hydro-electric Engineering, Xi'an University of Technology, Xi'an 710048, China

  • 2.

    Institute of Geotechnical Engineering, School of Civil Engineering and Architecture, Xi'an University of Technology, Xi'an 710048, China

More Information
  • Received Date: May 14, 2020
  • Available Online: December 02, 2022
    Graphical Abstract
    • Abstract
  • Based on the criterion of spatial mobilization plane (SMP), the relationship among the six principal stress spatial domains of the octahedral surface, the SMP and stress state is studied. Considering that the SMP of the soil material changes with the angle of the principal stress, a mathematical expression is proposed to reflect the strength characteristics of anisotropic materials under general stress conditions. The simulated results of the strength characteristics of anisotropic loess under true triaxial conditions show that the established expression for the variation of anisotropic strength variation based on variation of spatial plane can better reflect the strength variation law of loess materials under general stress conditions, especially the strength variation when the direction of the SMP of materials is at an arbitrary angle to the principal axis of stress.
    • FullText(HTML)
    • References (16)
  • [1]
    路德春, 梁靖宇, 王国盛, 等. 横观各向同性土的三维强度准则[J]. 岩土工程学报, 2018, 40(1): 54-62. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201801005.htm

    LU De-chun, LIANG Jing-yu, WANG Guo-sheng, et al. Three-dimensional strength criterion for transversely isotropic soil[J]. Journal of Geotechnical Engineering, 2018, 40(1): 54-62. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201801005.htm
    [2]
    张坤勇. 考虑应力各向异性土体本构模型及其应用研究[D]. 南京: 河海大学, 2004.

    ZHANG Kun-yong. Study and Application on Soil’s Constitutive Model with the Consideration of Stress-induced Anisotropy[D]. Nanjing: Hohai University, 2004. (in Chinese)
    [3]
    DAFALIAS Y F, PAPADIMITRIOU A G, LI X S. Sand plasticity model accounting for inherent fabric anisotropy[J]. Journal of Engineering Mechanicsm, 2004, 130(11): 1319-1333.
    [4]
    万征, 宋琛琛, 赵晓光.一种横观各向同性强度及变换应力空间[J]. 力学学报, 2018, 50(5): 1168-1184. https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201805018.htm

    WAN Zheng, SONG Chen-chen, ZHAO Xiao-guang. A transversely isotropic strength and transformation stress space[J]. Journal of Mechanics, 2018, 50(5): 1168-1184. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LXXB201805018.htm
    [5]
    姚仰平, 孔玉侠. 横观各向异性土强度与破坏准则的研究[J]. 水利学报, 2012, 43(1): 1107-1111.

    YAO Yang-ping, KONG Yu-xia. Study on strength failure criterion of cross-anisotropic soil[J]. Journal of Hydraulic Engineering, 2012, 43(1): 1107-1111. (in Chinese)
    [6]
    GAO Z W, ZHAO J D, YAO Y P. A generalized anisotropic failure criterion for geomaterials[J]. International Journal of Solids and Structures, 2010, 47(22/23): 3166-3185.
    [7]
    李学丰, 黄茂松, 钱建国. 宏细观结合的砂土各向异性破坏准则[J]. 岩石力学与工程学报, 2010, 29(9): 1885-1891. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201009019.htm

    LI Xue-feng, HUANG Mao-song, QIAN Jian-guo. Failure criterion of anisotropic sand with method of macro-meso incorporation[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(9): 1885-1891. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201009019.htm
    [8]
    CASAGRANDE A, CARILLO N. Shear failure of anisotropic materials[J]. Boston Soc Civ Eng, 1944, 31(4): 74-87.
    [9]
    LO K Y. Stability in anisotropic soils[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1965, 91(S4): 85-104.
    [10]
    KIRKGARD M, LADE P V. Anisotropy of normally consolidated San Francisco Bay Mud[J]. Geotech Test J, 1991, 14(3): 231-246. doi: 10.1520/GTJ10568J
    [11]
    LADE P V. Failure criterion for cross-anisotropic soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2008, 134(1): 117-124.
    [12]
    ABELEV A V, LADE P V. Characterization of failure in cross-anisotropic soils[J]. Journal of Engineering Mechanics, ASCE, 2004, 130(5): 599-606.
    [13]
    张连卫, 张建民, 张嘎. 基于SMP 的粒状材料各向异性强度准则[J]. 岩土工程学报, 2008, 30(8): 1107-1111. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200808003.htm

    ZHANG Lian-wei, ZHANG Jian-min, ZHANG Ga. SMP-based anisotropic strength criteria of granular materials[J]. Chinese Journal of Geotechnical Engineering. 2008, 30(8): 1107-1111. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200808003.htm
    [14]
    MORTARA G. A hierarchical single yield surface for frictional materials[J]. Computers and Geotechnics, 2009, 36(6): 960-967.
    [15]
    MASUOKA H, NAKAI T. Stress-deformation and strength characteristics of soil under three different principal stresses[C]//Proceedings of the Japan Society of Civil Engineering, 1974.
    [16]
    陈昌禄, 邵生俊, 罗爱忠, 等. 土的静态空间滑动面及其强度准则适应性研究[J]. 地下空间与工程学报, 2015, 11(5): 1185-1192. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201505015.htm

    CHEN Chang-lu, SHAO Sheng-jun, LUO Ai-zhong, et al. Study on static space sliding surface of soil and adaptability of its strength criterion[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(5): 1185-1192. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201505015.htm
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(6)

    1. 刘红，陈怡馨，刘汉龙，孙增春，肖杨. 土体热力学性质试验研究进展. 中国科学:技术科学. 2024(01): 1-14 .
    2. 杨丰华，马艳霞，高英，李忠林. 冻融循环及各向异性对原状黄土动力特性的影响研究. 水利水电技术(中英文). 2024(02): 167-179 .
    3. 王弘起，邱明明，孙杰龙，李大卫，郑隆君，田宇轩. 物理性质对黄土抗剪强度指标的影响规律. 科技通报. 2023(04): 38-44+61 .
    4. 邱明明，郑隆君，田宇轩，周恒祎，李明泽. 延安新区原状黄土强度各向异性试验研究. 工程勘察. 2023(09): 14-20 .
    5. 邱明明，许丹，孙杰龙，李盛斌，张志远，李月文，兰旭峰. 增减湿效应对延安Q_3黄土抗压强度的影响规律. 延安大学学报(自然科学版). 2023(03): 115-120 .
    6. 刘中原，李徳武，张文博，张博文. 干密度和含水率对黄土各向异性差值的影响. 公路工程. 2023(06): 143-146+168 .

    Other cited types(8)

Catalog

    Get Citation
    PDF
    XML
    Article views (223) PDF downloads (132) Cited by(14)
    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