{"title":"True triaxial macroscopic mechanical behaviour and microstructural evolution of deep loess on the Loess Plateau","authors":"Zechi Wang, Shuai Shao, Shengjun Shao, Hao Wu, Shaoying Zhang, Weiye Fu","doi":"10.1007/s10064-025-04452-3","DOIUrl":null,"url":null,"abstract":"<div><p>Understanding the mechanical behaviour and microevolutionary trend of deep loess is important for future engineering construction of high slopes and deep foundations on the Loess Plateau. True triaxial compression tests and scanning electron microscopy (SEM) imaging of deep loess samples were conducted. The microscopic properties of loess pores in the obtained SEM images were identified using Particle (Pore) and Crack Analysis System software. The relationships between the microparameters of the pores and mechanical properties of loess were explored using Pearson’s correlation analysis. The results of this study demonstrated that the critical intermediate principal stress parameter <i>b</i><sub>s</sub> is related to the soil properties and loading path and is independent of the confining pressure. The strength of deep loess linearly increases with confining pressure, and the SMP strength criterion provides the most accurate prediction of the shear strength parameters of Xi'an loess. Among the deep loess samples, the proportion of medium pores is the highest. The directional behaviour of the pore area is weak, and an increase in the confining pressure does not significantly affect the pore area. However, this process leads to a more disordered arrangement of pores. Furthermore, the mesopore content and confining pressure, as well as the orientation probability entropy of the number of pores, play a positive role in the strength of deep loess, while the total pore and macropore contents negatively impact the strength of deep loess. The fractal dimension, micropore content and orientation probability entropy of the pore area are not significantly correlated with the strength of deep loess.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 9","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-08-26","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/s10064-025-04452-3","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
Understanding the mechanical behaviour and microevolutionary trend of deep loess is important for future engineering construction of high slopes and deep foundations on the Loess Plateau. True triaxial compression tests and scanning electron microscopy (SEM) imaging of deep loess samples were conducted. The microscopic properties of loess pores in the obtained SEM images were identified using Particle (Pore) and Crack Analysis System software. The relationships between the microparameters of the pores and mechanical properties of loess were explored using Pearson’s correlation analysis. The results of this study demonstrated that the critical intermediate principal stress parameter bs is related to the soil properties and loading path and is independent of the confining pressure. The strength of deep loess linearly increases with confining pressure, and the SMP strength criterion provides the most accurate prediction of the shear strength parameters of Xi'an loess. Among the deep loess samples, the proportion of medium pores is the highest. The directional behaviour of the pore area is weak, and an increase in the confining pressure does not significantly affect the pore area. However, this process leads to a more disordered arrangement of pores. Furthermore, the mesopore content and confining pressure, as well as the orientation probability entropy of the number of pores, play a positive role in the strength of deep loess, while the total pore and macropore contents negatively impact the strength of deep loess. The fractal dimension, micropore content and orientation probability entropy of the pore area are not significantly correlated with the strength of deep loess.
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.