Yi-xiang Cui, Tian-shun Hou, S. Pamukcu, Yu-xin Niu
{"title":"Dynamic deformation characteristics of EPS particles lightweight soil based on Davidenkov model","authors":"Yi-xiang Cui, Tian-shun Hou, S. Pamukcu, Yu-xin Niu","doi":"10.1680/jenge.23.00065","DOIUrl":null,"url":null,"abstract":"The dynamic deformation characteristics of lightweight soil is studied using consolidated undrained dynamic triaxial tests to predict its nonlinear stress and strain behavior under traffic load. The results showed that the influence of confining pressure on attenuation of the dynamic shear modulus ratio became significant with increasing EPS (expanded polystyrene) particle content or the cement content. The attenuation curve of the dynamic shear modulus ratio was evaluated using Davidenkov model parameters, A, B and γ 0. It was proved that parameter A was mostly affected by EPS particle content and confining pressure with its value ranging between 1.1 and 1.85. The parameter γ 0 was affected by cement content and confining pressure, and its value ranged between 0.0007 and 0.0016. The parameter B was found to range between 0.38 and 0.55, in general. The relationship curves between damping ratio and dynamic shear strain revealed two forms, S-shaped and bell-shaped. The verification tests showed that Davidenkov model could predict accurately the dynamic deformation characteristics of lightweight soil both under changing stress state and under constant gradient loading conditions. These results provide a theoretical basis for determining deformation of a lightweight soil subgrade under traffic load.","PeriodicalId":2,"journal":{"name":"ACS Applied Bio Materials","volume":"49 1","pages":""},"PeriodicalIF":4.6000,"publicationDate":"2024-06-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"ACS Applied Bio Materials","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jenge.23.00065","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"MATERIALS SCIENCE, BIOMATERIALS","Score":null,"Total":0}
引用次数: 0
Abstract
The dynamic deformation characteristics of lightweight soil is studied using consolidated undrained dynamic triaxial tests to predict its nonlinear stress and strain behavior under traffic load. The results showed that the influence of confining pressure on attenuation of the dynamic shear modulus ratio became significant with increasing EPS (expanded polystyrene) particle content or the cement content. The attenuation curve of the dynamic shear modulus ratio was evaluated using Davidenkov model parameters, A, B and γ 0. It was proved that parameter A was mostly affected by EPS particle content and confining pressure with its value ranging between 1.1 and 1.85. The parameter γ 0 was affected by cement content and confining pressure, and its value ranged between 0.0007 and 0.0016. The parameter B was found to range between 0.38 and 0.55, in general. The relationship curves between damping ratio and dynamic shear strain revealed two forms, S-shaped and bell-shaped. The verification tests showed that Davidenkov model could predict accurately the dynamic deformation characteristics of lightweight soil both under changing stress state and under constant gradient loading conditions. These results provide a theoretical basis for determining deformation of a lightweight soil subgrade under traffic load.
期刊介绍:
ACS Applied Bio Materials is an interdisciplinary journal publishing original research covering all aspects of biomaterials and biointerfaces including and beyond the traditional biosensing, biomedical and therapeutic applications.
The journal is devoted to reports of new and original experimental and theoretical research of an applied nature that integrates knowledge in the areas of materials, engineering, physics, bioscience, and chemistry into important bio applications. The journal is specifically interested in work that addresses the relationship between structure and function and assesses the stability and degradation of materials under relevant environmental and biological conditions.