{"title":"Moisture-absorbing expansion and cracking characteristics of central Sichuan red-bed mudstone based on digital speckle correlation method","authors":"Kang Huang, Zhangjun Dai, Shuling Huang, Fei Yu, Shichang Li, Kaiwen Tong, Wei Zhang, Shanxiong Chen","doi":"10.1007/s10064-024-04056-3","DOIUrl":null,"url":null,"abstract":"<div><p>Using self-absorption tests combined with the digital speckle correlation method (DSCM), we investigated the evolution of the deformation field, expansion anisotropy, full-field strain, crack development, and deformation mechanisms in mudstone. During the early moisture-absorbing stage, the displacement field was uneven, accompanied by crack initiation and propagation. By the end of moisture absorption, the horizontal displacement exhibited an approximately 45° zonal pattern along the x-axis, while vertical displacement showed a horizontal zonal distribution. The anisotropy degree of the expansion rate over time mirrored the water absorption curve of mudstone. A three-piecewise linear model was developed to fit the relationship between expansion rate anisotropy and water absorption. Throughout moisture absorption, the average linear strain variation followed the water absorption trend, with the final mean linear strain significantly decreasing as sample height increased. The maximum <i>ε</i><sub><i>xx</i></sub> occurred at the crack tip, and the strain localization band distribution indicated crack development. The maximum <i>ε</i><sub><i>yy</i></sub> aligned with mid-span theory, showing zero vertical displacement. Deformation of mudstone during moisture absorption involved both pore water adsorption and the expansion of clay minerals within the matrix. This study introduces a novel method for examining the hygroscopic expansion and cracking behavior of red-bed mudstone, providing crucial insights into disaster mechanisms and engineering stability in red-bed regions.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 1","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-024-04056-3","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
Abstract
Using self-absorption tests combined with the digital speckle correlation method (DSCM), we investigated the evolution of the deformation field, expansion anisotropy, full-field strain, crack development, and deformation mechanisms in mudstone. During the early moisture-absorbing stage, the displacement field was uneven, accompanied by crack initiation and propagation. By the end of moisture absorption, the horizontal displacement exhibited an approximately 45° zonal pattern along the x-axis, while vertical displacement showed a horizontal zonal distribution. The anisotropy degree of the expansion rate over time mirrored the water absorption curve of mudstone. A three-piecewise linear model was developed to fit the relationship between expansion rate anisotropy and water absorption. Throughout moisture absorption, the average linear strain variation followed the water absorption trend, with the final mean linear strain significantly decreasing as sample height increased. The maximum εxx occurred at the crack tip, and the strain localization band distribution indicated crack development. The maximum εyy aligned with mid-span theory, showing zero vertical displacement. Deformation of mudstone during moisture absorption involved both pore water adsorption and the expansion of clay minerals within the matrix. This study introduces a novel method for examining the hygroscopic expansion and cracking behavior of red-bed mudstone, providing crucial insights into disaster mechanisms and engineering stability in red-bed regions.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.