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 zk1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
SU Jia-xing, JIANG Ming-jing, LI Li-qing, WU Xiao-feng. Effects of deviatoric stress ratio and intermediate stress parameter on deformation behaviors of dry sands under principal stress rotation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 448-453.
Citation: SU Jia-xing, JIANG Ming-jing, LI Li-qing, WU Xiao-feng. Effects of deviatoric stress ratio and intermediate stress parameter on deformation behaviors of dry sands under principal stress rotation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 448-453.
shu

Effects of deviatoric stress ratio and intermediate stress parameter on deformation behaviors of dry sands under principal stress rotation

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

More Information
  • Received Date: April 25, 2011
  • Published Date: November 30, 2011
    Graphical Abstract
    • Abstract
  • Two groups of tests of unidirectional rotation of the principal stresses are conducted on dry Fujian standard sand by means of the dynamic hollow cylinder apparatus at Tongji University. The investigation highlights the influences of deviatoric stress ratio and intermediate stress parameter on deformation behaviors and non-coaxiality of dry sands. The mean stress and intermediate stress parameter are maintained as constant with a variation of deviatoric stress ratios in one test group, while the mean stress and deviatoric stress are maintained as constant with a variation of intermediate stress parameters in the other test group. The experimental results show that the deviatoric stress ratio and intermediate stress parameter have significant influences on deformation behaviors of dry sands.
    • FullText(HTML)
    • References (13)
  • [1]
    ISHIHARE K. Soil response in cyclic loading induced by earthquakes, traffic and waves[C]// Proceedings of the 7th Asian Regional Conference on Soil Mechanics and Foundation Engineering. Haifa, Israel: International Academic Publishers, 1983.
    [2]
    ARTHUR J R F, CHUA K S, DUNSTAN T, et al. Principal stress rotation: A missing parameter [J]. Journal of the Geotechnical Engineering, ASCE, 1980, 106 (4): 418-433.
    [3]
    ISHIHARE K, TOWHATA I. Sand response to cyclic ration of principal stress direction as induced by wave loads [J]. Soils and Foundations, 1983, 23 (4): 11 – 26.
    [4]
    MIURA K, MIURA S, TOKI S. Deformation prediction for anisotropic sand during the rotation of the principal stress axes [J]. Soils and Foundations, 1986, 26 (3): 42 – 56.
    [5]
    WIJEWICKREME D, VAID Y P. Behaviour of loose sand under simultaneous increase in stress ratio and principal stress rotation [J].Canadian Geotechnical Journal, 1993, 30 (6): 953 – 964.
    [6]
    SIVATHAYALAN S, VAID Y P. Influence of generalized initial state and principal stress rotation on the undrained response of sands[J]. Canadian Geotechnical Journal, 2002, 39 : 63 – 76.
    [7]
    PRADEL D, ISHIHARA K M. Yielding and flow of sand under principal axes rotation[J]. Soils and Foundations, 1990, 30 (1): 87 – 89.
    [8]
    YU H S, YUAN X. The importance of accounting for non-coaxial behavior in modeling soil-structure interaction[C]// Prediction, Analysis and Design in Geomechanical Applications. Bolognia: Partenon Editore, 2005: 709 – 718.
    [9]
    蒋明镜 , 李立青 , 苏佳兴 , 等 . 制备 TJ-1 模拟月壤空心圆柱均匀试样的新方法 [J]. 冰川冻土 , 2011, 33 ( 增刊 ). (JIANG Ming-jing, LI Li-qing, SU Jia-xing, et al. A new preparation method of HCA sample of TJ-1 lunar soil simulant[J]. Journal of Glaciology and Geocryology, 2011, 33 (S0). (in Chinese))
    [10]
    GUTIERREZ M, ISHIHARA K, TOWHATA I. Flow theory for sand during rotation of principal stress direction[J]. Soils and Foundations, 1991, 31 (4): 121 – 132.
    [11]
    童朝霞 , 张建民 , 于艺林 , 等 . 中主应力系数对应力主轴循环旋转条件下砂土变形特性的影响 [J]. 岩土工程学报 , 2009, 31 (6): 946 – 952. (TONG Zhao-xia, ZHANG Jian-min, YU Yi-lin, et al. Effects of intermediate principal stress parameter on deformation behavior of sands under cyclic rotation of principal stress axes[J]. Chinese Journal of Geotechnical Engineering , 2009, 31 (6) : 946 – 952. (in Chinese))
    [12]
    史宏彦 , 白 琳 . 平面应变条件下土的非共轴变形特性 [J]. 广东工业大学学报 , 2007(3): 84 – 87. (SHI Hong-yan, Bai Lin. Non-coaxial behavior of soil under plane strain conditions[J]. Journal of Guangdong University of Technology , 2007(3): 84 – 87. (in Chinese) )
    [13]
    沈 扬 , 周 建 , 龚晓南 . 主应力轴旋转对土体性状影响的试验进展研究 [J]. 岩石力学与工程学报 , 2006, 25 (7): 1408 – 1416. (SHEN Yang, ZHOU Jian, GONG Xiao-nan. Experimental progress research on influence of principal stress rotation on soils’ characteristics[J]. Chinese Journal of Rock Mechanics and Engineering , 2006, 25 (7): 1408 – 1416. (in Chinese) )
    • Related Articles

  • Related Articles

    [1]GU Xiao-qiang, YU Kuan-yuan, HUANG Mao-song, LIU Xin, YAN Fang, WU De-shun. Finite element method for analyzing environmental vibration without apparent sources and its application in Beijing High-Energy Photon Source[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(12): 2245-2252. DOI: 10.11779/CJGE202212011
    [2]WEI Ying-qi, CAI Hong, WU Shuai-feng, XIAO Jian-zhang, SONG Jian-zheng. Vibration response and reinforcement mechanism of high-fill soil-stone mixtures by dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 237-240. DOI: 10.11779/CJGE2019S1060
    [3]CAO Xue-shan, E Li-su, LAI Xi-yang, ZHOU Sai, LI Guo-wei, YUAN Jun-ping, WU Jian-tao. Factors for strength attenuation of mudstone during slaking and disintegration[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1936-1942. DOI: 10.11779/CJGE201910019
    [4]DU Tao-tao. Propagation and response laws of mine seism[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(3): 418-425. DOI: 10.11779/CJGE201803004
    [5]LI Shu-gang, ZHAO Yong, XU Man-gui. Change law of gas content under low-frequency vibration[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 918-923. DOI: 10.11779/CJGE201505018
    [6]LÜ Hai-bo, ZENG Zhao-tian, ZHAO Yan-lin, GE Ruo-dong, CHEN Cheng-you, WEI Chang-fu. Function fitting on strength attenuation curve of swell-shrinking soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 157-162.
    [7]YU Tian, LI Xiao-jun. Attenuation relationship of ground motion for Wenchuan Earthquake region based on NGA model[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 552-558.
    [8]HE Changming, ZOU Jinfeng, LI Liang. Field tests on measurement of dynamic stress of dynamic compaction[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 628-632.
    [9]Sun Jinzhong, Tan Hanhua, Qi Shengwen, Wang Shuli. Frequency analysis of dynamic compaction vibration[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4): 412-415.
    [10]Wang Mingyang, Qian Qihu. Attenuation Law of Explosive Wave Propagation in Cracks[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 42-46.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1440) PDF downloads (886) 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