Behavior of Saturated Remolded Loess Subjected to Coupled Change of the Magnitude and Direction of Principal Stress

被引:22
|
作者
Weng, XiaoLin [1 ]
Li, Hao [2 ]
Hu, Jibo [1 ]
Li, Lin [1 ]
Xu, Longfei [1 ]
机构
[1] Changan Univ, Sch Highway, Xian 710064, Peoples R China
[2] Tongji Univ, Dept Civil Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Remolded loess; Principal stress rotation; Intermediate principal stress coefficient; Deformation; Noncoaxiality; UNDRAINED ANISOTROPY; ROTATION; STRENGTH; CLAY;
D O I
10.1061/(ASCE)GM.1943-5622.0002612
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Undrained torsional shear tests were carried out on remolded loess specimens using a hollow cylinder apparatus to investigate the deformation behavior and noncoaxiality (where the direction of the plastic strain increment is not coaxial with the direction of the principal stress) of remodeled loess when the magnitude and direction of the principal stress change simultaneously. It can be found that the deformation behavior of tested samples is significantly inFLuenced by the intermediate principal stress coefficient and the rotation range of the principal stress. The influences of elastic strain, rotation range of principal stress, intermediate principal stress coefficient, and cycle period on the noncoaxiality were also studied. Analysis of the test results demonstrate obvious noncoaxiality of the remolded loess. The noncoaxiality shows segmentation characteristics. The noncoaxiality will be overestimated if the elastic strain is considered and is negative when the principal stress rotates in the reverse direction. Reversal of the principal stress leads to abrupt changes in noncoaxiality. However, the noncoaxiality is similar in the process of forward rotation and reverse rotation of the principal stress. With the same cycle period, the noncoaxiality angle decreases with an increase in intermediate principal stress coefficient, but the effect of intermediate principal stress coefficient decreases with an increase in the cycle period. Increases in the cycle period increase the noncoaxiality of the remolded loess, while the influence of the rotation range of the principal stress on the noncoaxiality is not significant.
引用
收藏
页数:11
相关论文
共 50 条
  • [1] Experimental Study on Directional Shear of Q2 Remolded Loess Considering the Direction of Principal Stress
    Wang, Sui
    Zhao, Peng
    Gao, Zhihua
    Zhong, Zuliang
    Chen, Bin
    Wu, Bo
    Sun, Qingjun
    Song, Chunxia
    FRONTIERS IN EARTH SCIENCE, 2022, 10
  • [2] Exploring the geochemical mechanism for the saturated permeability change of remolded loess
    Xu, Panpan
    Zhang, Qiying
    Qian, Hui
    Guo, Meng
    Yang, Faxuan
    ENGINEERING GEOLOGY, 2021, 284
  • [3] Experimental study on strain accumulation characteristics of saturated remolded loess under pure rotation of the principal stress axis
    Wang, Sui
    Zhong, Zuliang
    Chen, Bin
    Wu, Bo
    Zhang, Dongyu
    Ni, Fuxing
    FRONTIERS IN ECOLOGY AND EVOLUTION, 2023, 11
  • [4] Investigating saturated hydraulic conductivity of remolded loess subjected to CaCl2 solution of varying concentrations
    Xu, Panpan
    Qian, Hui
    Zhang, Qiying
    Li, Weiqing
    Ren, Wenhao
    JOURNAL OF HYDROLOGY, 2022, 612
  • [5] Characteristics of principal stress of compacted loess in plane strain direction
    Chen C.-L.
    Jia Y.-J.
    Wang J.-F.
    Zhao J.
    Zhang Y.
    2018, Chinese Society of Civil Engineering (40): : 16 - 21
  • [6] Influence of principal stress direction and intermediate principal stress parameter on the small strain stiffness of reconstituted loess
    Lin Qing-hui
    Yan Jia-jia
    Dong Mei
    Zhu Jian-feng
    ROCK AND SOIL MECHANICS, 2018, 39 (04) : 1369 - 1376
  • [7] DIRECTION OF CHANGE OF MAGNETIZATION OF A FERROMAGNET SUBJECTED TO STRESS
    ROBERTSON, IM
    IEEE TRANSACTIONS ON MAGNETICS, 1993, 29 (03) : 2077 - 2080
  • [8] Stress-strain behavior of remolded clay from intermediate principal stress controlled tests
    Kim, Tae-Hoon
    Lee, Kang-Il
    INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2006, 16 (04) : 313 - 319
  • [9] Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation
    Qian, Jian-Gu
    Wang, Yong-Gang
    Yin, Zhen-Yu
    Huang, Mao-Song
    ENGINEERING GEOLOGY, 2016, 214 : 29 - 42
  • [10] Influences of Principal Stress Rotation on the Deformation of Saturated Loess under Traffic Loading
    Wang, Sui
    Zhong, Zuliang
    Liu, Xinrong
    Tu, Yiliang
    KSCE JOURNAL OF CIVIL ENGINEERING, 2019, 23 (05) : 2036 - 2048