{"title":"城市生活垃圾样品在不同温度下的应力-应变行为模拟","authors":"Sandro Lemos Machado , Mehran Karimpour-Fard , Bahador Yazdanpour , Miriam de Fátima Carvalho","doi":"10.1016/j.compgeo.2025.107076","DOIUrl":null,"url":null,"abstract":"<div><div>It is a fact that the temperature inside the waste mass is higher than the ambient outside the landfill. However, only a few experimental works have tried to address the effect of such elevated temperatures on the mechanical behavior of waste. Accordingly, developing a constitutive model based on experimental achievement is still incipient. In this paper, results from experimental literature and the results of a complementary testing campaign aided in better understanding and modeling the waste thermo-mechanical behavior. An existing model framework by the authors is extended to incorporate thermal effects on the waste bulk and fibrous reinforcement particles. The model predicted fairly the mechanical behavior of waste in terms of deviatoric stress, pore water pressure, and volumetric strains in drained and undrained triaxial tests performed on samples at different temperatures and with different plastic contents. Values of deviatoric stress predicted by the model for two specific axial strains are compared with experimental results, considering all the tested samples, proving the model’s capabilities in reproducing the waste’s overall behavior. Considering an axial strain of 20%, the probabilities of the model error occurrence in the range of <span><math><mrow><mo>±</mo><mn>25</mn><mtext>%</mtext></mrow></math></span> are 55% and 67% for CIU and CID tests, respectively.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"180 ","pages":"Article 107076"},"PeriodicalIF":6.2000,"publicationDate":"2025-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Modeling the stress–strain behavior of municipal solid waste samples under varying temperatures\",\"authors\":\"Sandro Lemos Machado , Mehran Karimpour-Fard , Bahador Yazdanpour , Miriam de Fátima Carvalho\",\"doi\":\"10.1016/j.compgeo.2025.107076\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>It is a fact that the temperature inside the waste mass is higher than the ambient outside the landfill. However, only a few experimental works have tried to address the effect of such elevated temperatures on the mechanical behavior of waste. Accordingly, developing a constitutive model based on experimental achievement is still incipient. In this paper, results from experimental literature and the results of a complementary testing campaign aided in better understanding and modeling the waste thermo-mechanical behavior. An existing model framework by the authors is extended to incorporate thermal effects on the waste bulk and fibrous reinforcement particles. The model predicted fairly the mechanical behavior of waste in terms of deviatoric stress, pore water pressure, and volumetric strains in drained and undrained triaxial tests performed on samples at different temperatures and with different plastic contents. Values of deviatoric stress predicted by the model for two specific axial strains are compared with experimental results, considering all the tested samples, proving the model’s capabilities in reproducing the waste’s overall behavior. Considering an axial strain of 20%, the probabilities of the model error occurrence in the range of <span><math><mrow><mo>±</mo><mn>25</mn><mtext>%</mtext></mrow></math></span> are 55% and 67% for CIU and CID tests, respectively.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":\"180 \",\"pages\":\"Article 107076\"},\"PeriodicalIF\":6.2000,\"publicationDate\":\"2025-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computers and Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0266352X25000242\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"2025/1/20 0:00:00\",\"PubModel\":\"Epub\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25000242","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/1/20 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
Modeling the stress–strain behavior of municipal solid waste samples under varying temperatures
It is a fact that the temperature inside the waste mass is higher than the ambient outside the landfill. However, only a few experimental works have tried to address the effect of such elevated temperatures on the mechanical behavior of waste. Accordingly, developing a constitutive model based on experimental achievement is still incipient. In this paper, results from experimental literature and the results of a complementary testing campaign aided in better understanding and modeling the waste thermo-mechanical behavior. An existing model framework by the authors is extended to incorporate thermal effects on the waste bulk and fibrous reinforcement particles. The model predicted fairly the mechanical behavior of waste in terms of deviatoric stress, pore water pressure, and volumetric strains in drained and undrained triaxial tests performed on samples at different temperatures and with different plastic contents. Values of deviatoric stress predicted by the model for two specific axial strains are compared with experimental results, considering all the tested samples, proving the model’s capabilities in reproducing the waste’s overall behavior. Considering an axial strain of 20%, the probabilities of the model error occurrence in the range of are 55% and 67% for CIU and CID tests, respectively.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.