Modified water-retention model containing a swelling-shrinkage variation feature: Investigation attapulgite-treated soil permeability

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-02-01 DOI:10.1007/s10064-025-04134-0
Ting Yang, Wei Fu
{"title":"Modified water-retention model containing a swelling-shrinkage variation feature: Investigation attapulgite-treated soil permeability","authors":"Ting Yang,&nbsp;Wei Fu","doi":"10.1007/s10064-025-04134-0","DOIUrl":null,"url":null,"abstract":"<div><p>The soil water retention curve (SWRC) is a crucial indicator in the analysis of percolation. For low plasticity soil containing substances that promote soil expansion and contraction, the volume change behavior of the soil is generally neglected to determine the drying SWRC. Such a procedure is constrained by an underlying assumption that the volume change of the soil is zero or negligible, which consequently limits the precision of seepage simulations. In this study, for the exogenous substance of soil swelling and shrinking, Attapulgite (ATP), the concept of “effective porosity” was introduced to develop a modified SWRC model that takes into account the variation of soil pore space based on the conventional van-Genuchten (VG) model of simulated SWRC. The parameters of the modified SWRC model were determined using a genetic algorithm, which was used to simulate infiltration in the SWMS_2D program to further evaluate the accuracy of the model. The results indicated that the modified model provides a more precise representation of the relationship between soil water content and suction, with error analysis presented outstanding goodness-of-fit. As a critical factor controlling the modeling of soil–water interaction, this modified SWRC model parameters were found to be in good agreement with simulation results of the seepage process of soil water flow over the soil column. The evaluation conducted via the Taylor diagram proved that the model is more precise than the conventional VG model in simulating the seepage process. In particular, the greater the soil volume change caused by exogenous ATP, the superior the performance of the model.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 2","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-02-01","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/s10064-025-04134-0","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

The soil water retention curve (SWRC) is a crucial indicator in the analysis of percolation. For low plasticity soil containing substances that promote soil expansion and contraction, the volume change behavior of the soil is generally neglected to determine the drying SWRC. Such a procedure is constrained by an underlying assumption that the volume change of the soil is zero or negligible, which consequently limits the precision of seepage simulations. In this study, for the exogenous substance of soil swelling and shrinking, Attapulgite (ATP), the concept of “effective porosity” was introduced to develop a modified SWRC model that takes into account the variation of soil pore space based on the conventional van-Genuchten (VG) model of simulated SWRC. The parameters of the modified SWRC model were determined using a genetic algorithm, which was used to simulate infiltration in the SWMS_2D program to further evaluate the accuracy of the model. The results indicated that the modified model provides a more precise representation of the relationship between soil water content and suction, with error analysis presented outstanding goodness-of-fit. As a critical factor controlling the modeling of soil–water interaction, this modified SWRC model parameters were found to be in good agreement with simulation results of the seepage process of soil water flow over the soil column. The evaluation conducted via the Taylor diagram proved that the model is more precise than the conventional VG model in simulating the seepage process. In particular, the greater the soil volume change caused by exogenous ATP, the superior the performance of the model.

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
求助全文
约1分钟内获得全文 去求助
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.
期刊最新文献
Experimental investigation into the permeability evolution of rough fractures in limestone under complex service conditions Stability of Lignosulphonate-modified expansive soil under wet-dry cycles: utilizing industrial waste for sustainable soil improvement Experimental study on the control mechanism of 2G-NPR anchor cables in the anti-dip slope instability model Degradation of the mechanical properties of root–soil composites under moisture influence Experimental study and finite element simulations for LN2 fracturing in coal from Karaganda Basin
×
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