J. Liu, Q. Zhang, L. Wang, F. Chen, P. Wang, X. Yan, Liuhui Guo
{"title":"泥岩在水中随时间变化的膨胀模型","authors":"J. Liu, Q. Zhang, L. Wang, F. Chen, P. Wang, X. Yan, Liuhui Guo","doi":"10.1007/s11204-024-09938-y","DOIUrl":null,"url":null,"abstract":"<p>In this study, a time-dependent expansion model of mudstone based on the rheological theory is developed. The model is validated with the results of the free expansion test of mudstone under lateral limits. We have explained the physical significance of all the parameters in the model. The ultimate strain of the mudstone flooding expansion is determined by the swelling force and progressive expansion elastic modulus. The expansion model can be used to describe and predict the time-dependent expansion of the mudstone submerged under water. The time-dependent expansion model is introduced to generalize the Einstein’s three-dimensional static stable constitutive relation to a nonstable dynamic three-dimensional constitutive relation.</p>","PeriodicalId":21918,"journal":{"name":"Soil Mechanics and Foundation Engineering","volume":null,"pages":null},"PeriodicalIF":0.8000,"publicationDate":"2024-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A Time-Dependent Expansion Model for Mudstone Submerged in Water\",\"authors\":\"J. Liu, Q. Zhang, L. Wang, F. Chen, P. Wang, X. Yan, Liuhui Guo\",\"doi\":\"10.1007/s11204-024-09938-y\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>In this study, a time-dependent expansion model of mudstone based on the rheological theory is developed. The model is validated with the results of the free expansion test of mudstone under lateral limits. We have explained the physical significance of all the parameters in the model. The ultimate strain of the mudstone flooding expansion is determined by the swelling force and progressive expansion elastic modulus. The expansion model can be used to describe and predict the time-dependent expansion of the mudstone submerged under water. The time-dependent expansion model is introduced to generalize the Einstein’s three-dimensional static stable constitutive relation to a nonstable dynamic three-dimensional constitutive relation.</p>\",\"PeriodicalId\":21918,\"journal\":{\"name\":\"Soil Mechanics and Foundation Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.8000,\"publicationDate\":\"2024-04-12\",\"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/s11204-024-09938-y\",\"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/s11204-024-09938-y","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 Time-Dependent Expansion Model for Mudstone Submerged in Water
In this study, a time-dependent expansion model of mudstone based on the rheological theory is developed. The model is validated with the results of the free expansion test of mudstone under lateral limits. We have explained the physical significance of all the parameters in the model. The ultimate strain of the mudstone flooding expansion is determined by the swelling force and progressive expansion elastic modulus. The expansion model can be used to describe and predict the time-dependent expansion of the mudstone submerged under water. The time-dependent expansion model is introduced to generalize the Einstein’s three-dimensional static stable constitutive relation to a nonstable dynamic three-dimensional constitutive relation.
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.