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
  • [31] Deformation Behavior of Saturated Soft Clay under Cyclic Loading with Principal Stress Rotation
    Fu, Zunan
    Wang, Guoshuai
    Song, Wenbo
    Yu, Yanming
    Wei, Pengfei
    Wu, Tingyu
    APPLIED SCIENCES-BASEL, 2021, 11 (19):
  • [32] A Coupled Dilation-Damage Microplane Model for Sands Subjected to Cyclic Principal Stress Rotation
    Shahrokhi, Sasan
    Barani, Omid Reza
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2021, 45 (03) : 1685 - 1703
  • [33] Experimental study of stress-strain properties of intact soft clay considering the change of principal stress direction
    Shen Yang
    Zhou Jian
    Gong Xiao-nan
    Liu Han-long
    ROCK AND SOIL MECHANICS, 2009, 30 (12) : 3720 - 3726
  • [34] Anisotropic and Noncoaxial Behavior of Soft Marine Clay under Stress Path Considering the Variation of Principal Stress Direction
    Zhuang, Heng
    Wang, Jun
    Gao, Ziyang
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 22 (06)
  • [35] Effect of intermediate principal stress on undrained behavior of saturated loose sands under monotonic shearing
    Xu Cheng-shun
    Luan Mao-tian
    He Yang
    Guo Ying
    Li Mu-guo
    ROCK AND SOIL MECHANICS, 2006, 27 (05) : 689 - 693
  • [36] Deformation Behavior of Saturated Marine Silt under Principal Stress Rotation as Induced by Wave Loading
    Cui, Lan
    Sheng, Qian
    Niu, Zhenzhen
    Chang, Liuming
    APPLIED SCIENCES-BASEL, 2021, 11 (20):
  • [37] Comparisons on liquefaction behavior of saturated coral sand and quartz sand under principal stress rotation
    Ma, Weijia
    Qin, You
    Zhao, Kai
    Chen, Guoxing
    Marine Georesources and Geotechnology, 2022, 40 (02): : 235 - 247
  • [38] Effect of initial orientation angle of principal stress on dynamic behavior for saturated medium dense sand
    Cao, Pei
    Wang, Fang
    Peng, Dan
    Hou, Wei
    Wu, Zhi-Qiang
    Shuili Xuebao/Journal of Hydraulic Engineering, 2014, 45 : 98 - 104
  • [39] Comparisons on liquefaction behavior of saturated coral sand and quartz sand under principal stress rotation
    Ma, Weijia
    Qin, You
    Zhao, Kai
    Chen, Guoxing
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2022, 40 (02) : 235 - 247
  • [40] The effects of the principal stress direction on the deformation behavior of frozen silt clay under the cyclic loading
    Liu, Furong
    Zhou, Zhiwei
    Ma, Wei
    Wen, Zhi
    Zhang, Shujuan
    Shen, Mingde
    Mu, Yanhu
    TRANSPORTATION GEOTECHNICS, 2022, 37