{"title":"基于微观物理土壤分析的多尺度德鲁克-普拉格强度标准","authors":"D.-L. Feng, X.-L. Xiao, S.-H. Liang","doi":"10.1007/s11204-023-09913-z","DOIUrl":null,"url":null,"abstract":"<p>The coupling of interactions between liquid, gas and particles in soil at different scales leads to specific particulate and structural soil characteristics. In this study, a soil cell element model was used to establish a multiscale Drucker–Prager strength criterion with respect to the microscopic physical details of soil. A series of soil cell element samples were prepared for consolidated and undrained triaxial compression tests that were used to calculate the model parameters. Using theoretical analysis and experimental results, the yield locus of the multiscale Drucker–Prager strength criterion was drawn on a deviatoric plan. The results showed that the yield locus was consistent with the experiments, and became larger as the reinforcement particle size decreased and the particle volume fraction increased. Therefore, the multi-scale Drucker–Prager strength criterion relates the microscopic physical soil characteristics to its macroscopic strength.</p>","PeriodicalId":21918,"journal":{"name":"Soil Mechanics and Foundation Engineering","volume":null,"pages":null},"PeriodicalIF":0.8000,"publicationDate":"2023-12-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis\",\"authors\":\"D.-L. Feng, X.-L. Xiao, S.-H. Liang\",\"doi\":\"10.1007/s11204-023-09913-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>The coupling of interactions between liquid, gas and particles in soil at different scales leads to specific particulate and structural soil characteristics. In this study, a soil cell element model was used to establish a multiscale Drucker–Prager strength criterion with respect to the microscopic physical details of soil. A series of soil cell element samples were prepared for consolidated and undrained triaxial compression tests that were used to calculate the model parameters. Using theoretical analysis and experimental results, the yield locus of the multiscale Drucker–Prager strength criterion was drawn on a deviatoric plan. The results showed that the yield locus was consistent with the experiments, and became larger as the reinforcement particle size decreased and the particle volume fraction increased. Therefore, the multi-scale Drucker–Prager strength criterion relates the microscopic physical soil characteristics to its macroscopic strength.</p>\",\"PeriodicalId\":21918,\"journal\":{\"name\":\"Soil Mechanics and Foundation Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.8000,\"publicationDate\":\"2023-12-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Soil Mechanics and Foundation Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s11204-023-09913-z\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Mechanics and Foundation Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s11204-023-09913-z","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis
The coupling of interactions between liquid, gas and particles in soil at different scales leads to specific particulate and structural soil characteristics. In this study, a soil cell element model was used to establish a multiscale Drucker–Prager strength criterion with respect to the microscopic physical details of soil. A series of soil cell element samples were prepared for consolidated and undrained triaxial compression tests that were used to calculate the model parameters. Using theoretical analysis and experimental results, the yield locus of the multiscale Drucker–Prager strength criterion was drawn on a deviatoric plan. The results showed that the yield locus was consistent with the experiments, and became larger as the reinforcement particle size decreased and the particle volume fraction increased. Therefore, the multi-scale Drucker–Prager strength criterion relates the microscopic physical soil characteristics to its macroscopic strength.
期刊介绍:
Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.