Tao Zhang, Sui Wang, Shuyang Yu, Zhaohua Sun, Chuanfeng Fang, Shuren Wang
{"title":"Microscopic mechanical analysis of K0 of granular soils with particle size distribution and rolling resistance effects","authors":"Tao Zhang, Sui Wang, Shuyang Yu, Zhaohua Sun, Chuanfeng Fang, Shuren Wang","doi":"10.1007/s40571-023-00669-9","DOIUrl":null,"url":null,"abstract":"<div><p>The coefficient of lateral earth pressure at rest, <i>K</i><sub>0</sub>, is an essential parameter for analyzing earth pressure distribution and the safe reliability of structures in geotechnical engineering. This paper presents a series of numerical one-dimensional compression tests on granular soils with particle size distribution (PSD) and rolling resistance (RR) effects using a real-particle 3D discrete element model. The corresponding macro–micro behaviors are investigated in a parallel way. Both PSD and RR affect <i>K</i><sub>0</sub> and the related compression characteristics. A higher coefficient of uniformity (<i>C</i><sub><i>u</i></sub>) or rolling resistance coefficient (<i>μ</i><sub><i>r</i></sub>) results in a monotonic decrease in the mean coordination number, and too much consideration of RR makes the mean coordination number less realistic in a particle system. The influence of PSD is more sensitive to the local-ordering structure and contact force network than the RR. The inhomogeneity of normal contact forces enhances as <i>C</i><sub><i>u</i></sub> increases and slightly reduces as <i>μ</i><sub><i>r</i></sub> increases. The strong contacts are much more anisotropic than the weak ones. Specimen with lower <i>C</i><sub><i>u</i></sub> or higher <i>μ</i><sub><i>r</i></sub> induces higher anisotropy and more strong contacts during compression, in which a lower <i>K</i><sub>0</sub> is measured. A unique macro–micro relationship exists between <i>K</i><sub>0</sub> and deviatoric fabric when strong contacts are considered only.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 3","pages":"1007 - 1020"},"PeriodicalIF":2.8000,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computational Particle Mechanics","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s40571-023-00669-9","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MATHEMATICS, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
The coefficient of lateral earth pressure at rest, K0, is an essential parameter for analyzing earth pressure distribution and the safe reliability of structures in geotechnical engineering. This paper presents a series of numerical one-dimensional compression tests on granular soils with particle size distribution (PSD) and rolling resistance (RR) effects using a real-particle 3D discrete element model. The corresponding macro–micro behaviors are investigated in a parallel way. Both PSD and RR affect K0 and the related compression characteristics. A higher coefficient of uniformity (Cu) or rolling resistance coefficient (μr) results in a monotonic decrease in the mean coordination number, and too much consideration of RR makes the mean coordination number less realistic in a particle system. The influence of PSD is more sensitive to the local-ordering structure and contact force network than the RR. The inhomogeneity of normal contact forces enhances as Cu increases and slightly reduces as μr increases. The strong contacts are much more anisotropic than the weak ones. Specimen with lower Cu or higher μr induces higher anisotropy and more strong contacts during compression, in which a lower K0 is measured. A unique macro–micro relationship exists between K0 and deviatoric fabric when strong contacts are considered only.
期刊介绍:
GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research.
SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including:
(a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc.,
(b) Particles representing material phases in continua at the meso-, micro-and nano-scale and
(c) Particles as a discretization unit in continua and discontinua in numerical methods such as
Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.