Anisotropic strength criterion of aeolian soil under stress path considering the variation of principal stress direction

被引：0
作者：
Liu J. [1 ,2 ,3 ]
Zhu K. [1 ]
Cai Y. [4 ]
Ren Y. [1 ]
Sheng Y. [1 ]
Liu Y. [1 ]
机构：
[1] College of Civil Engineering, Liaoning Technical University, Liaoning, Fuxin
[2] Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Jiangsu, Nanjing
[3] School of Mechanics and Civil Engineering, China University of Mining and Technology(Beijing), Beijing
[4] Fujian Research Center for Tunneling and Urban Underground Space Engineering, Huaqiao University, Fujian, Xiamen
来源：
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | 2023年 / 42卷 / 07期
基金：
中国国家自然科学基金;
关键词：
aeolian soil; anisotropy; equivalent stress; principal stress direction; soil mechanics;
D O I：
10.13722/j.cnki.jrme.2022.0684
中图分类号：
学科分类号：
摘要：
To investigate the anisotropy and stress directional mechanical behavior of geotechnical materials，directional shear tests of aeolian soil with principal stress direction angles of 0°，15°，22.5°，30°，45°，60°，67.5°，75°，and 90°were performed using a hollow cylinder torsion shear apparatus(GDS-SSHCA). The variation law of the shear stress-shear strain curve and anisotropic strength characteristics of aeolian soil under the action of different major principal stress directions are presented. Test results shown that when α≤30°，the shear strength of soil increases with the increase of α；when α＞30°，the shear strength of soil decreases with the increase of α. Significant anisotropy exists in the strength of aeolian soil samples under directional shearing in different major principal stress directions. Based on the test results，the equivalent modified anisotropic Lade-Duncan criterion (EL-D criterion) of aeolian soil is established by using the fabric-stress coordinate transformation based on the idea of equivalent stress and considering the stress，the size of the fabric，and the direct relationship between the stress and the fabric. The reliability of the established anisotropic criterion is verified by the directional shear test results of aeolian soil. The results show that EL-D criterion established in this paper can better describe the strength characteristics of stress-induced anisotropy in aeolian soil. The research results will provide scientific support for the study of anisotropy of geotechnical materials and the prevention and control of aeolian soil engineering disasters. © 2023 Academia Sinica. All rights reserved.
引用
收藏
页码：1789 / 1798
页数：9
相关论文
共 37 条
  • [1] ZHANG Yu, ZHANG Xiangdong, CHEN Tielin, Et al., Engineering disease classification and control in aeolian soil area[J], Journal of Catastrophology, 32, 1, pp. 11-16, (2017)
  • [2] ZHANG Xiangdong, LIU Jiashun, Experimental study on cumulative plastic deformation of aeolian soil under cyclic loading[J], Journal of Highway and Transportation Research and Development, 31, 3, pp. 18-25, (2014)
  • [3] LIU Jiashun, WANG Laigui, ZHANG Xiangdong, Et al., Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure[J], Rock and Soil Mechanics, 40, 4, pp. 1413-1419, (2019)
  • [4] ISHIHARA K., Soil response in cyclic loading induced by earthquakes，traffic and waves[C], Proceedings of the 7th Asian Reg. Conf. Soil Mech. Found. Eng, pp. 42-66, (1983)
  • [5] LIU J S，, ZHU K X，, SHEN Y，, Et al., Experimental investigation on the deformation and noncoaxial characteristics of fiber-reinforced aeolian soil under traffic load[J], International Journal of Geomechanics, 22, 5, (2022)
  • [6] SHEN Yang, ZHOU Jian, GONG Xiaonan, Analysis on ability of HCA to imitate cyclic principal stress rotation under constant confining pressure[J], Chinese Journal of Geotechnical Engineering, 28, 3, pp. 281-287, (2006)
  • [7] SHEN Yang, WANG Xin, Et al., An experimental study of the deformation and strength characteristics of soft clay under principal stress axis rotation caused by traffic load[J], Rock and Soil Mechanics, 37, 6, pp. 1569-1578, (2016)
  • [8] SHEN Y, Et al., Non-coaxiality of soft clay generated by principal stress rotation under high-speed train loading[J], Acta Geotechnica, 17, pp. 411-426, (2021)
  • [9] CAI Yanyan, YU Jin, YU Haisui, Et al., Experimental study of deformation behaviour of sand under rotation of principal stress axes[J], Chinese Journal of Rock Mechanics and Engineering, 32, 2, pp. 417-424, (2013)
  • [10] CAI Yanyan, YU Jin, YU Haisui, Et al., Experimental study on effect of loading path on non-coaxiality of granular materials[J], Chinese Journal of Geotechnical Engineering, 34, 6, pp. 1117-1122, (2012)
1234