Microstructural insight into the hysteretic water retention behavior of intact Mile expansive clay

IF 3.3 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL Soils and Foundations Pub Date : 2024-02-08 DOI:10.1016/j.sandf.2024.101427
Gao-feng Pan , Yi-xuan Zheng , Sheng-yang Yuan , Dan-xi Sun , Olivier Buzzi , Guan-lu Jiang , Xian-feng Liu
{"title":"Microstructural insight into the hysteretic water retention behavior of intact Mile expansive clay","authors":"Gao-feng Pan ,&nbsp;Yi-xuan Zheng ,&nbsp;Sheng-yang Yuan ,&nbsp;Dan-xi Sun ,&nbsp;Olivier Buzzi ,&nbsp;Guan-lu Jiang ,&nbsp;Xian-feng Liu","doi":"10.1016/j.sandf.2024.101427","DOIUrl":null,"url":null,"abstract":"<div><p>Water retention behavior of clayey soils usually exhibits a hysteretic phenomenon, which can be attributed to the ink-bottle effect, different contact angle during wetting and drying process, entrapped air etc. For expansive soils, along the wetting and drying path, significant microstructure change is usually observed. The effect of microstructure change on the water retention hysteretic phenomenon was studied in this paper for an intact expansive clay from China, Mile clay. The soil water retention curve of Mile clay was obtained at the full suction range. The evolution of microstructure along wetting and drying path for Mile clay was characterized by pore sized distribution obtained from mercury intrusion porosimetry tests. Test results show that a strong hysteretic phenomenon was observed for suction ranging between 40 kPa and 15 MPa. This hysteretic phenomenon was mainly contributed to the different microstructure of specimens along wetting and drying paths with similar water ratio. For higher suction, as adsorption mechanism mainly contributed to the water retention properties, for specimens with similar water ratio, even with different maximum filled entrance pore sizes, the corresponding suction were similar with each other. For the lower suction, due to the completely drying historical state of specimens on the main wetting path, slightly different pore size distributions were observed for specimens on the main wetting and drying path with similar water ratio.</p></div>","PeriodicalId":21857,"journal":{"name":"Soils and Foundations","volume":"64 2","pages":"Article 101427"},"PeriodicalIF":3.3000,"publicationDate":"2024-02-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0038080624000052/pdfft?md5=e5eed0e56f7c6170d4a3e4eea50f9999&pid=1-s2.0-S0038080624000052-main.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soils and Foundations","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0038080624000052","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

Water retention behavior of clayey soils usually exhibits a hysteretic phenomenon, which can be attributed to the ink-bottle effect, different contact angle during wetting and drying process, entrapped air etc. For expansive soils, along the wetting and drying path, significant microstructure change is usually observed. The effect of microstructure change on the water retention hysteretic phenomenon was studied in this paper for an intact expansive clay from China, Mile clay. The soil water retention curve of Mile clay was obtained at the full suction range. The evolution of microstructure along wetting and drying path for Mile clay was characterized by pore sized distribution obtained from mercury intrusion porosimetry tests. Test results show that a strong hysteretic phenomenon was observed for suction ranging between 40 kPa and 15 MPa. This hysteretic phenomenon was mainly contributed to the different microstructure of specimens along wetting and drying paths with similar water ratio. For higher suction, as adsorption mechanism mainly contributed to the water retention properties, for specimens with similar water ratio, even with different maximum filled entrance pore sizes, the corresponding suction were similar with each other. For the lower suction, due to the completely drying historical state of specimens on the main wetting path, slightly different pore size distributions were observed for specimens on the main wetting and drying path with similar water ratio.

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
从微观结构洞察完整的米勒膨胀性粘土的滞后保水行为
粘土的保水行为通常表现为滞后现象,这可能是由于墨水瓶效应、润湿和干燥过程中不同的接触角、夹带空气等因素造成的。对于膨胀土,在湿润和干燥过程中通常会观察到显著的微观结构变化。本文针对中国的一种完整膨胀性粘土--弥勒粘土,研究了微观结构变化对保水滞后现象的影响。在全吸力范围内获得了弥勒粘土的土壤保水曲线。通过汞侵入孔隙模拟试验获得的孔径分布表征了弥勒粘土微观结构在湿润和干燥过程中的演变。测试结果表明,在吸力介于 40 kPa 和 15 MPa 之间时,观察到了强烈的滞后现象。这种滞后现象主要是由于试样在类似水比的润湿和干燥路径上的微观结构不同造成的。对于较高吸力的试样,由于吸附机制是保水性能的主要原因,因此对于水比相近的试样,即使最大填充入口孔径不同,相应的吸力也相近。对于较低吸力的试样,由于主润湿路径上的试样处于完全干燥的历史状态,因此对于水比相近的主润湿路径和干燥路径上的试样,其孔径分布略有不同。
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 去求助
来源期刊
Soils and Foundations
Soils and Foundations 工程技术-地球科学综合
CiteScore
6.40
自引率
8.10%
发文量
99
审稿时长
5 months
期刊介绍: Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020. Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.
期刊最新文献
Efficient reliability analysis of unsaturated slope stability under rapid drawdown using XGBoost-based surrogate model Advancement ratio effect on screw pile performance in the bearing layer Spatial earth pressure analysis of clayey fill behind retaining wall in V-shaped gully terrain Instability of sand under a lateral extrusion stress path with different drainage conditions Electrodeposition-based self-healing technique for structures with loosely compacted sand
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1