Investigation of micro-scale shear response of sand–rubber granule mixture in terms of particle shape and grain scale deformability effects  

作　　者：Abdulmuttalip Ari Suat Akbulut 

机构地区：[1]Department of Civil Engineering,Yildiz Technical University,Istanbul,34220,Turkey

出　　处：《Particuology》2024年第7期452-469,共18页颗粒学报（英文版）

基　　金：Kutahya Dumlupinar University for providing Itasca's PFC2D 6.0(Particle Flow Code)software.

摘　　要：In this study,the effects of particle shape of rigid sand and soft rubber materials on macro-scale shear response were reasoned based on micro-scale parameters.For this purpose,first,the shape properties of three different sand and two different rubber samples were quantified using image processing techniques,and the contact model parameters were calibrated through physical experiments.The direct shear test was simulated in a two-dimensional discrete element software with realistic particle forms.The soft nature of rubber particles was reflected using body-centered cubic packing with a linear-parallel bond contact model.As a result,coordination number,distribution of contact forces(i.e.,strong contact,and fabric anisotropy),and contact sliding were derived by the numerical analyses.It has been observed that the particle shape leads to distinctive micro-scale responses due to the variations in the stiffness of the contacts.

关 键 词：Particle shape SAND RUBBER Shear response Micro-scale response Discrete element method 

分 类 号：TU441[建筑科学—岩土工程]