Granular behaviour under bi-directional shear with constant vertical stress and constant volume  

作　　者：Min Zhang Yunming Yang Hanwen Zhang Qi Li 

机构地区：[1]School of Civil and Architectural Engineering,Henan University,Kaifeng,475004,China [2]Department of Civil Engineering,University of Nottingham Ningbo China,Ningbo,315100,China [3]State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,430071,China [4]University of Chinese Academy of Sciences,Beijing 100049,China

出　　处：《Journal of Rock Mechanics and Geotechnical Engineering》2024年第10期4300-4318,共19页岩石力学与岩土工程学报（英文）

基　　金：the funding support from National Natural Science Foundation of China(Grant No.42307243);Henan Province Science and Technology Research Project(Grant No.232102321102);Shanxi Provincial Key Research and Development Project(Grant No.202102090301009).

摘　　要：This paper aims to investigate the role of bi-directional shear in the mechanical behaviour of granular materials and macro-micro relations by conducting experiments and discrete element method(DEM)modelling.The bi-directional shear consists of a static shear consolidation and subsequent shear under constant vertical stress and constant volume conditions.A side wall node loading method is used to exert bi-directional shear of various angles.The results show that bi-directional shear can significantly influence the mechanical behaviour of granular materials.However,the relationship between bidirectional shear and mechanical responses relies on loading conditions,i.e.constant vertical stress or constant volume conditions.The stress states induced by static shear consolidation are affected by loading angles,which are enlarged by subsequent shear,consistent with the relationship between bidirectional shear and principal stresses.It provides evidence for the dissipation of stresses accompanying static liquefaction of granular materials.The presence of bi-directional principal stress rotation(PSR)is demonstrated,which evidences why the bi-directional shear of loading angles with components in two directions results in faster dissipations of stresses with static liquefaction.Contant volume shearing leads to cross-anisotropic stress and fabric at micro-contacts,but constant vertical stress shearing leads to complete anisotropic stress and fabric at micro-contacts.It explains the differentiating relationship between stress-strain responses and fabric anisotropy under these two conditions.Micromechanical signatures such as the slip state of micro-contacts and coordination number are also examined,providing further insights into understanding granular behaviour under bi-directional shear.

关 键 词：Granular material Bi-directional shear Constant vertical stress Constant volume Principal stress rotation(PSR) ANISOTROPY 

分 类 号：U452.12[建筑科学—桥梁与隧道工程]