Qing-yi Mu , Tian-qi Song , Chao Zhou , Jian-bing Peng
{"title":"Water retention curves of a deformable lean clay under various stress ratios: Emphasizing the pore shape effects","authors":"Qing-yi Mu , Tian-qi Song , Chao Zhou , Jian-bing Peng","doi":"10.1016/j.compgeo.2025.107403","DOIUrl":null,"url":null,"abstract":"<div><div>Existing studies on water retention curves (WRCs) of unsaturated soils focus on pore size effects, while knowledge regarding pore shape effects remains limited. This study aims to investigate effects of pore shape on WRCs of a deformable lean clay under various stress ratios. Pressure plate tests were carried out on the specimens prepared by isotropic and one-dimensional compressions (i.e., ISO and 1D). The pore size and pore shape of tested specimens were quantified by microstructure analysis. Results show that stress ratio has a significant impact on WRC, particular for air entry value (AEV). The average AEV of 1D specimen is 15.8% larger than that of ISO specimen, mainly because the pore shape of the former is 9.2% more elongated than that of the latter. Moreover, the difference in AEV between 1D and ISO specimens exhibits a parabolic pattern in relation to void ratio, aligning with the changes in pore shape factor (pore width-to-length ratio). Based on test results, a new WRC model is developed for deformable soils under various stress ratios. Different from previous models, the new model incorporates the evolution of pore shape with respect to void ratio and stress ratio. Six parameters are included in the new model, of which three are the same as those in Gallipoli’s model, while the other three consider pore shape effects under various stress ratios and void ratios. The measured WRCs from this study and the literature were used to validate the new model, demonstrating its good predictive capability.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"186 ","pages":"Article 107403"},"PeriodicalIF":6.2000,"publicationDate":"2025-06-09","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/S0266352X25003520","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
Existing studies on water retention curves (WRCs) of unsaturated soils focus on pore size effects, while knowledge regarding pore shape effects remains limited. This study aims to investigate effects of pore shape on WRCs of a deformable lean clay under various stress ratios. Pressure plate tests were carried out on the specimens prepared by isotropic and one-dimensional compressions (i.e., ISO and 1D). The pore size and pore shape of tested specimens were quantified by microstructure analysis. Results show that stress ratio has a significant impact on WRC, particular for air entry value (AEV). The average AEV of 1D specimen is 15.8% larger than that of ISO specimen, mainly because the pore shape of the former is 9.2% more elongated than that of the latter. Moreover, the difference in AEV between 1D and ISO specimens exhibits a parabolic pattern in relation to void ratio, aligning with the changes in pore shape factor (pore width-to-length ratio). Based on test results, a new WRC model is developed for deformable soils under various stress ratios. Different from previous models, the new model incorporates the evolution of pore shape with respect to void ratio and stress ratio. Six parameters are included in the new model, of which three are the same as those in Gallipoli’s model, while the other three consider pore shape effects under various stress ratios and void ratios. The measured WRCs from this study and the literature were used to validate the new model, demonstrating its good predictive capability.
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.