True triaxial macroscopic mechanical behaviour and microstructural evolution of deep loess on the Loess Plateau

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Zechi Wang, Shuai Shao, Shengjun Shao, Hao Wu, Shaoying Zhang, Weiye Fu
{"title":"True triaxial macroscopic mechanical behaviour and microstructural evolution of deep loess on the Loess Plateau","authors":"Zechi Wang,&nbsp;Shuai Shao,&nbsp;Shengjun Shao,&nbsp;Hao Wu,&nbsp;Shaoying Zhang,&nbsp;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.

Abstract Image

Abstract Image

黄土高原深层黄土真三轴宏观力学行为及细观结构演化
了解深层黄土的力学特性和微观演化趋势,对今后黄土高原高边坡深基础工程建设具有重要意义。对深层黄土试样进行了真三轴压缩试验和扫描电镜(SEM)成像。利用颗粒(孔隙)和裂纹分析系统软件对所获得的SEM图像中的黄土孔隙进行微观特征识别。采用Pearson相关分析方法,探讨了黄土孔隙微参数与力学性能之间的关系。研究结果表明,临界中间主应力参数bs与土体性质和加载路径有关,与围压无关。深层黄土的抗剪强度随围压呈线性增长,SMP强度准则对西安黄土抗剪强度参数的预测最为准确。在深层黄土样品中,中等孔隙所占比例最高。孔隙面积的定向行为较弱,围压的增加对孔隙面积的影响不显著。然而,这一过程导致孔隙排列更加无序。中孔含量、围压以及孔隙数量的取向概率熵对深层黄土的强度有正向影响,而总孔含量和大孔含量对深层黄土的强度有负向影响。孔隙面积的分形维数、微孔含量和取向概率熵与深部黄土强度的相关性不显著。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
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.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信