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Volume 42 Issue 1
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SHAO Shuai, SHAO Sheng-jun, CHEN Pan, YUAN Hao. Experimental study on dynamic shear characteristics of loess under cyclic torsional shearing[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 168-174. DOI: 10.11779/CJGE202001019
Citation: SHAO Shuai, SHAO Sheng-jun, CHEN Pan, YUAN Hao. Experimental study on dynamic shear characteristics of loess under cyclic torsional shearing[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 168-174. DOI: 10.11779/CJGE202001019
shu

Experimental study on dynamic shear characteristics of loess under cyclic torsional shearing

  • 1.

    Institute of Geotechnical Engineering, Xi'an University of Technology, Xi'an 710048, China

  • 2.

    Shaanxi Provincial Key Laboratory of Loess Mechanics and Engineering, Xi'an 710048, China

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  • Received Date: October 05, 2018
  • Available Online: December 07, 2022
    Graphical Abstract
    • Abstract
  • The unsaturated intact loess has remarkable structured properties. Its structure is damaged by wetting and cyclic shear action, which leads to the development of shear and subsidence deformation of loess under earthquake. Based on the dynamic torsional shear tests on hollow cylindrical specimens of intact loess under different consolidation pressures, the dynamic shear-strain relationship from small to large strain, the dynamic shear modulus and the dynamic damping ratio of loess are tested and analyzed. The relationships between dynamic shear stress and shear strain, dynamic shear modulus and dynamic damping ratio and the failure strength of loess under gradually increasing cyclic torsion shear action are measured. The variation rules of dynamic shear modulus of loess under different consolidation pressures and moisture contents are obtained in the shear strain range of 10-5~10-2. It is shown that the maximum dynamic shear modulus increases with the initial structural index of loess. An approximate linear relationship among the maximum dynamic shear modulus, the structural index and the consolidation pressure is established. The damping ratio of loess changing with the dynamic shear strain logarithm under different consolidation pressure and moisture contents is released. The shear failure characteristics of cylindrical loess samples under cyclic torsional shear action are constituted by two groups of shear failure planes.
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    • References (12)
  • [1]
    张振中. 黄土地震灾害预测[M]. 北京: 地震出版社, 1999.

    ZHANG Zhen-zhong. Earthquake Disaster Prediction of Loess[M]. Beijing: earthquake Press, 1999. (in Chinese)
    [2]
    王兰民. 黄土动力学[M]. 北京: 地震出版社, 2003.

    WANG Lan-min. Loess Dynamics[M]. Beijing: Earthquake Publishing House, 2003. (in Chinese)
    [3]
    陈永明, 石玉成. 中国西北黄土地区地震滑坡基本特征[J]. 地震研究, 2006, 29(3): 276-280. https://www.cnki.com.cn/Article/CJFDTOTAL-DZYJ200603012.htm

    CHEN Yong-ming, SHI Yu-cheng. Basic characteristics of earthquake landslide in the Loess region of Northwest China[J]. Journal of Seismological Research, 2006, 29(3): 276-280. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DZYJ200603012.htm
    [4]
    潘华, 陈国兴. 动态围压下空心圆柱扭剪仪模拟主应力轴旋转应力路径能力分析[J]. 岩土力学, 2011, 32(6): 1701-1712.

    PAN Hua, CHEN Guo-xing. Analysis of capabilities of HCA to simulate stress paths for principal stressrotation under dynamic confining pressure[J]. Rock and Soil Mechanics, 2011, 32(6): 1701-1712. (in Chinese)
    [5]
    沈扬, 周健, 龚晓南. 空心圆柱仪(HCA)模拟恒定围压下主应力轴循环旋转应力路径能力分析[J]. 岩土工程学报, 2006, 28(3): 281-287. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200603001.htm

    SHEN Yang, ZHOU Jian, GONG Xiao-nan. Analysis on ability of HCA to imitate cyclic principal stress rotation under constant confining pressure[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3): 281-287. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200603001.htm
    [6]
    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. doi: 10.3208/sandf.38.3_179
    [7]
    SIVATHAYALAN S, VAID Y P. Influence of generalized initial state and principal stress rotation on the undrained response sands[J]. Canadian Geotechnical Journal, 2002, 39: 63-76. doi: 10.1139/t01-078
    [8]
    ZDRAVKOVIC L, JARDINE R J. The effect on anisotropy of rotationg the principal stress axes during consolidation[J]. Geotechnique, 2001, 51(1): 69-83. doi: 10.1680/geot.2001.51.1.69
    [9]
    杨利国. 复杂初始应力条件下压实黄土动力特性的试验研究[D]. 杨凌: 西北农林科技大学, 2010.

    YANG Li-guo. Experimental Study on Dynamic Characteristics of Compacted Loess under Complex Initial Stress[D]. Yangling: Northwest University of Agriculture and Forestry Science and Technology, 2010. (in Chinese)
    [10]
    王志杰, 骆亚生, 王瑞瑞, 等. 不同地区原状黄土动剪切模量与阻尼比试验研究[J]. 岩土工程学报, 2010, 28(9): 1464-1469.

    WANG Zhi-jie, LUO Ya-sheng, WANG Rui-rui, et al. Experimental study on dynamic shear modulus and damping ratio ofundisturbed loess in different regions[J]. Chinese Journal of Geotechnical Engineering, 2010, 28(9): 1464-1469. (in Chinese)
    [11]
    骆亚生, 田堪良. 非饱和黄土的动剪模量与阻尼比[J]. 水利学报, 2005, 36(7): 830-34. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB200507010.htm

    LUO Ya-sheng, TIAN Kan-liang. Dynamic shear modulus and damping ratio of unsaturated loess[J]. Journal of Hydraulic Engineering, 2005, 36(7): 830-34. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB200507010.htm
    [12]
    邵生俊, 王丽琴, 邵帅, 等. 黄土的结构屈服及湿陷变形的分析[J]. 岩土工程学报, 2017, 39(8): 1357-1365.

    SHAO Sheng-jun, WANG Li-qin, SHAO Shuai, et al. Structural yield and collapse deformation of loess[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(8): 1357-1365. (in Chinese)
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