Journal of Shandong University(Engineering Science) ›› 2022, Vol. 52 ›› Issue (6): 89-95.doi: 10.6040/j.issn.1672-3961.0.2021.354

• 土木工程 • Previous Articles    

Non-proportional loading deformation characteristics of silty fine sand under principal stress rotation

HU Ping1,2,TENG Yue1,2*, MA Shaokun3,4, LIU Ying3,4, ZHANG Xiwen1,2, CHEN Yulan5   

  1. 1. School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, Shandong, China;
    2. Engineering Technology Research Center on Urban Underground Engineering Support and Risk Monitoring of Shandong Province, Jinan 250022, Shandong, China;
    3. College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, Guangxi, China;
    4. Key Laboratory of Disaster Prevention and Structural Safety, Guangxi University, Nanning 530004, Guangxi, China;
    5. Jinan City Lighting Service Center, Jinan 250000, Shandong, China
  • Published:2022-12-23

CLC Number: 

  • TU411.3
[1] QIAN Jiangu, DU Zibo, LU Xilin,et al. Effects of principal stress rotation on stress-strain behaviors of saturated clay under traffic-load-induced stress path[J]. Soils and Foundations, 2019, 59(1):41-55.
[2] 沈扬, 徐海东, 王保光, 等. 列车荷载引起心形应力路径下软土非共轴应变特征研究[J]. 岩土力学, 2017,38(1): 1-9. SHEN Yang, XU Haidong, WANG Baoguang, et al. Strain characteristics of non-coaxiality under heart- shaped stress path caused by train loads in soft clay[J]. Rock and Soil Mechanics, 2017, 38(1):1-9.
[3] 童朝霞, 张建民, 张嘎. 应力主轴旋转对波浪作用下堤防变形的影响分析[J]. 工程力学, 2009,26(10): 67-73. TONG Zhaoxia, ZHANG Jianmin, ZHANG Ga. Effects of principal-stress-axis rotation on the deformation of a dam under wave loading[J]. Engineering Mechanics, 2009, 26(10):67-73.
[4] ZHOU Jian, YAN Jiajia, LIU Zhengyi, et al. Undrained anisotropy and non-coaxial behavior of clayey soil under principal stress rotation[J]. Journal of Zhejiang University-Science A(Applied Physics & Engineering), 2014, 15(4):241-254.
[5] 杜子博, 钱建固, 黄茂松. 考虑主应力轴旋转效应的交通荷载下饱和软黏土变形特性试验研究[J]. 岩石力学与工程学报, 2016,35(5): 1031-1040. DU Zibo, QIAN Jiangu, HUANG Maosong. Experimental study on deformation behavior of saturated soft clay under traffic loading considering effect of principal stress rotation[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(5):1031-1040.
[6] 熊焕,郭林,蔡袁强. 主应力轴变化下非共轴对砂土剪胀特性影响[J]. 岩土力学, 2017,38(1): 133-140. XIONG Huan, GUO Lin, CAI Yuanqiang. Effect of non-coaxiality on dilatancy of sand involving principal stress axes rotation[J]. Rock and Soil Mechanics, 2017, 38(1):133-140.
[7] 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.
[8] 沈瑞福,王洪瑾,周景星. 动主应力轴连续旋转下砂土的动强度[J]. 水利学报, 1996, 27(1): 27-33. SHEN Ruifu, WANG Hongjin, ZHOU Jingxing. Dynamic strength of sand under cyclic rotation of principal stress directions[J]. Journal of Hydraulic Engineering, 1996, 27(1): 27-33.
[9] 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 Zhaoxia, ZHANG Jianmin, YU Yilin, 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.
[10] 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): 455-460. SU Jiaxing, JIANG Mingjing, LI Liqing, et al. Effects of deviatoric stress ratio and intermediate stress parameter on deformation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(Suppl.1): 455-460.
[11] GUTIERREZ M, ISHIHARA K. Non-coaxiality and energy dissipation in granular materials[J]. Soils and Foundations, 2000, 40(2): 49-59.
[12] BLANC M, DI BENEDETTO H, TIOUAJNI S. Deformation characteristics of dry Hostun sand with principal stress axes rotation[J]. Soils and Foundations, 2011, 51(4): 749-760.
[13] HIGHT D W, GENS A, SYMES M J. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils[J]. Geotechnique, 1983, 33(4): 355-383.
[14] HARDIN B O, BLANDFORD G E. Elasticity of particulate materials[J]. Journal of Geotechnical Engineering, 1989, 115(6): 788-805.
[1] YANG Jun, YANG Zhi. Experimental study on shear strength of cement-treated weathered sand under the condition of freeze-thaw cycles [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2014, 44(5): 42-48.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!