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 36 Issue 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
YAN Jia-jia, ZHOU Jian, GONG Xiao-nan, ZHENG Hong-bin. Deformation behavior of intact clay under pure principal stress rotation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 474-481. DOI: 10.11779/CJGE201403010
Citation: YAN Jia-jia, ZHOU Jian, GONG Xiao-nan, ZHENG Hong-bin. Deformation behavior of intact clay under pure principal stress rotation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 474-481. DOI: 10.11779/CJGE201403010
shu

Deformation behavior of intact clay under pure principal stress rotation

  • 1. Research Center of Coastal and Urban Geotechnical Engineering of Zhejiang University, Hangzhou 310058, China; 2. Ningbo Vanke Real Estate Development Co., Ltd., Ningbo 315000, China

More Information
  • Received Date: June 20, 2013
  • Published Date: March 19, 2014
    Graphical Abstract
    • Abstract
  • In this study, a series of undrained pure principal stress rotation tests on intact clay are carried out by use of a hollow cylinder apparatus. The magnitudes of the mean principal stress, shear stress and intermediate principal stress coefficient are kept constant during the principal stress rotation. The influence of the intermediate principal stress on pore water pressure and deformation behavior is studied in particular. The mechanism of the effect of the principal stress rotation is analyzed. The test results show that the pore pressure and strain of intact clay accumulate with the principal stress rotation even when the three principal stresses are kept constant. The directions of the principal strain increment and the principal stress are not coaxial. The influence of the intermediate principal stress coefficient on pore pressure and strain accumulation as well as stiffness degradation is significant, but not obvious on the non-coaxial behavior. The mechanism of the effect of the principal stress rotation can be attributed to the disturbance of the microstructure of intact clay.
    • FullText(HTML)
    • References (26)
  • [1]
    ISHIHARA K, TOWHATA I. Sand response in cyclic rotation of principal stress directions as induced by wave loads[J]. Soils and Foundations, 1983, 24(3): 11-126.
    [2]
    GRABE P, CLAYTON C. Effects of principal stress rotation on permanent deformation in rail track foundations[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(4): 555-565.
    [3]
    YANG Z X, LI X S, YANG J. Undrained anisotropy and rotational shear in granular soil[J]. Géotechnique, 2007, 57(4): 378-384.
    [4]
    SYMES M J, GENS A, HIGHT D W. Undrained anisotropy and principal stress rotation in saturated sand[J]. Géotechnique, 1984, 34(1): 11-27.
    [5]
    MIURA K, MIURA S, TOKI S. Deformation behavior of anisotropic dense sand under principal stress axes rotation[J]. Soils and Foundations, 1986, 26(1): 36-52.
    [6]
    NAKATA Y, HYODO M, MURATA H, et al. Flow deformation of sands subjected to principal stress rotation[J]. Soils and Foundations, 1998, 38(2): 115-128.
    [7]
    LIN H, PENUMADU D. Experimental investigation on principal stress rotation in Kaolin clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2005, 131(5): 633-642.
    [8]
    LAM W K, TATSUOKA F. Effects of initial anisotropic fabric and σ2 on strength and deformation characteristics of sand[J]. Soils and Foundations, 1988, 28(1): 89-106.
    [9]
    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): 179-188.
    [10]
    KUMRUZZAMAN M, YIN J H. Influences of principal stress direction and intermediate principal stress on the stress-strain-strength behaviour of completely decomposed granite[J]. Canadian Geotechnical Journal, 2010, 47(2): 164-179.
    [11]
    SAYAO A, VAID Y P. Effect of intermediate principal stress on the deformation response of sand[J]. Canadian Geotechnical Journal, 1996, 33(2): 164-179.
    [12]
    苏佳兴, 蒋明镜, 李立青, 等. 偏应力比及中主应力系数对应力主轴偏转条件下干砂变形特性的影响[J]. 岩土工程学报, 2011, 33(增刊1): 448-453. (SU Jia-xing, JIANG Ming-jing, LI Li-qing, et al. 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(S1): 448-453. (in Chinese))
    [13]
    LADE P V, KIRKGARD M M. Effect of stress rotation and changes of b-values on cros-ansotropic behavior of natural, K0-consolidated soft clay[J]. Soils and Foundations, 2000, 40(6): 93-105.
    [14]
    许成顺, 栾茂田, 何 扬, 等. 中主应力对饱和松砂不排水单调剪切特性的影响[J]. 岩土力学, 2006, 27(5): 689-694. (XU Cheng-shun, LUAN Mao-tiao, HE Yang. Effect of intermediate principal stress on undrained behavior of saturated loose sands under monotonic shearing[J]. Rock and Soil Mechanics, 2006, 27(5): 689-694. (in Chinese))
    [15]
    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))
    [16]
    AKAGI H, SAITOH J. Dilatancy characeristics of clayey soil under principal axes rotation[C]// Proceedings of the International Symposium on Prefailure Deformation Characteristics of Geomaterial. Sapporo: Balkema A A. 1994: 311-314.
    [17]
    姚兆明, 黄茂松, 曹 杰. 主应力轴循环旋转下饱和软黏土的累积变形[J]. 岩土工程学报, 2012, 34(6): 1005-1012. (YAO Zhao-ming, HUANG Mao-song, CAO Jie. Cumulative deformation of saturated soft clay subjected to cyclic rotation of principal stress axis[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1005-1012. (in Chinese))
    [18]
    SHIBUYA S, HIGHT D W, SYMES M J. Discussion on the paper by Ishihara and Towhata (1983)[J]. Soils and Foundations, 1984, 25(3): 107-110.
    [19]
    沈 扬. 考虑主应力方向变化的原状软黏土试验研究[D]. 杭州: 浙江大学, 2007. (SHEN Yang. Experimental study on effect of variation of principal stress orientation on undisturbed soft clay[D]. Hangzhou: Zhejiang University, 2007. (in Chinese)).
    [20]
    OHTA H, SEKIGUCHI H. Constitutive equations considering anisotropy and stress reorientation in clay[C]// 3rd International Conference on Numerical Methods in Geomechanics. Achen, 1979: 475-484
    [21]
    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. (ZHANG Jian-min. Reversible and irreversible dilatancy of sand[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 12-17. (in Chinese))
    [22]
    TONG Z X, ZHANG J M, YU Y L, et al. Drained deformation behavior of anisotropic sands during cyclic rotation of principal stress axes[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(6): 1509-1518.
    [23]
    蔡燕燕, 俞 缙, 余海岁, 等. 加载路径对粗粒土非共轴性影响的试验研究[J]. 岩土工程学报, 2012, 34(6): 1117-1122. (CAI Yan-yan, YU Jin, YU Hai-sui, et al. Experimental study on effect of loading path on non-coaxiality of granular materials[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1117-1122. (in Chinese))
    [24]
    CAI Y Y, YU H S, WANATOWSKI D, et al. Noncoaxial behavior of sand under various stress paths[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(8): 1509-1518.
    [25]
    HICHER P Y, WAHYUDI H, TESSIER D. Microstructural analysis of inherent and induced anisotropy in clay[J]. Mechanics of Cohesive-frictional Materials, 2000, 5(5): 341-371.
    [26]
    曹 洋, 周 建, 严佳佳. 考虑循环应力比和频率影响的动荷载下软土微观结构研究[J]. 岩土力学, 待刊. (CAO Yang, ZHOU Jian, YAN Jia-jia. Microstructural study on soft clay under dynamic loading with the effect of cyclic stress ratio and frequency[J]. Rock and Soil Mechanics, in press. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LI Lihua, LI Zesheng, XIAO Henglin, QI Ziwei, YE Zhi, LI Yutao. Stability study on reinforced embankment under action of rise and fall of water levels[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 1-5. DOI: 10.11779/CJGE2024S20032
    [2]HUANG Fu, JI Hengbo, WANG Ziqin, PAN Qiujing, LING Tonghua. Stability of slurry trench walls considering coupling effects of soil heterogeneity and pore water pressure[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(3): 539-548. DOI: 10.11779/CJGE20221401
    [3]CAI Hong, YAN Jun, WEI Ying-qi, ZHANG Shou-zhen, WU Shuai-feng, SUN Li-ming. Unsaturated infiltration characteristics and stability of fly ash dams under flood conditions[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 157-162. DOI: 10.11779/CJGE2020S2028
    [4]DENG Hua-feng, WANG Zhe, LI Jian-lin, JIANG Qiao, ZHANG Heng-bin. Effect of unloading rate and pore water pressure on mechanical properties of sandstone[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 1976-1983. DOI: 10.11779/CJGE201711004
    [5]LI Zhuo, HE Yong-jun, SHENG Jin-bao, LI Hong-en, LI Zheng, YANG Yang. Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(3): 452-459. DOI: 10.11779/CJGE201703008
    [6]SHAO Shuai, YANG Chun-ming, SHAO Sheng-jun. Construction method for anchoring face rockfill dam and its stability[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 61-66. DOI: 10.11779/CJGE2016S2010
    [7]TANG Dong, QI Xiao-hui, JIANG Shui-hua, LI Dian-qing. Effect of different antecedent rainfalls and SWCCs on slope stability[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 148-155. DOI: 10.11779/CJGE2015S1029
    [8]HAN Xue-feng, KWONG A K L, THAM L G, ZHAO Wei-Bing. Variation law of pore water pressure in soil improved by underwater vacuum preloading method[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 658-662.
    [9]YIN Jianhua, CHEN Jian, LEE Chack fan. A rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 273-277.
    [10]Shen Ruifu, Wang Hongjin, Zhou Keji, Zhou Jingxing. Building-up Of Pore Water Pressure under Cyclic Rotation of Principal Stress and Evaluation of Stability of Seabed Deposit[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 70-78.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (484) PDF downloads (469) 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