Effect of Chitosan and Casein on the CBR behavior of silty clay for low volume roads: Reliability-based design optimization approach

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Romana Mariyam Rasheed , Arif Ali Baig Moghal , B. Munwar Basha , Abdullah Almajed
{"title":"Effect of Chitosan and Casein on the CBR behavior of silty clay for low volume roads: Reliability-based design optimization approach","authors":"Romana Mariyam Rasheed ,&nbsp;Arif Ali Baig Moghal ,&nbsp;B. Munwar Basha ,&nbsp;Abdullah Almajed","doi":"10.1016/j.conbuildmat.2025.141014","DOIUrl":null,"url":null,"abstract":"<div><div>The unsoaked and soaked California Bearing Ratio (CBR) values play a pivotal role in understanding the suitability of the selected subgrade soil. Two hydrophobic biopolymers, Chitosan and Casein were adopted in the current study to improve Silty Clay at dosages (dosage of Chitosan (<em>D</em><sub><em>ch</em></sub>) and Casein (<em>D</em><sub><em>ca</em></sub>)) of 0.5 %, 1 %, 2 %, and 4 % after curing for 7, 14, 28, and 60 days. The unsoaked bearing resistance increased with an increase in dosage and curing period for both biopolymers. However, the soaked CBR values declined at <em>D</em><sub><em>ch</em></sub> and <em>D</em><sub><em>ca</em></sub> of 4 % due to the formation of interaggregate voids. The probability of the subgrade failure against the minimum soaked CBR requirement for low-volume roads was evaluated to assess the suitability of biopolymer-treated soils. The 28-day cured Chitosan and Casein samples attained a target reliability index of 3 at dosages of <em>D</em><sub><em>ch</em></sub> = 0.7 % and <em>D</em><sub><em>ca</em></sub> = 1.25 %, respectively for <em>COV of CBR</em><sub><em>min</em></sub> = 20 %. Chitosan outperformed Casein at all dosages, curing period (<em>CP),</em> and <em>COV of CBR</em><sub><em>min</em></sub>. This study has demonstrated that the chosen hydrophobic biopolymers can improve subgrade strength in low-volume roads and easily replace conventional materials having a larger carbon footprint. Furthermore, the reliability approach adopted can assess the serviceability and uncertainties associated with biopolymer treatment in fine-grained soils for the range of curing periods and dosages considered.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"473 ","pages":"Article 141014"},"PeriodicalIF":7.4000,"publicationDate":"2025-03-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825011626","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

The unsoaked and soaked California Bearing Ratio (CBR) values play a pivotal role in understanding the suitability of the selected subgrade soil. Two hydrophobic biopolymers, Chitosan and Casein were adopted in the current study to improve Silty Clay at dosages (dosage of Chitosan (Dch) and Casein (Dca)) of 0.5 %, 1 %, 2 %, and 4 % after curing for 7, 14, 28, and 60 days. The unsoaked bearing resistance increased with an increase in dosage and curing period for both biopolymers. However, the soaked CBR values declined at Dch and Dca of 4 % due to the formation of interaggregate voids. The probability of the subgrade failure against the minimum soaked CBR requirement for low-volume roads was evaluated to assess the suitability of biopolymer-treated soils. The 28-day cured Chitosan and Casein samples attained a target reliability index of 3 at dosages of Dch = 0.7 % and Dca = 1.25 %, respectively for COV of CBRmin = 20 %. Chitosan outperformed Casein at all dosages, curing period (CP), and COV of CBRmin. This study has demonstrated that the chosen hydrophobic biopolymers can improve subgrade strength in low-volume roads and easily replace conventional materials having a larger carbon footprint. Furthermore, the reliability approach adopted can assess the serviceability and uncertainties associated with biopolymer treatment in fine-grained soils for the range of curing periods and dosages considered.
求助全文
约1分钟内获得全文 求助全文
来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
×
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:481959085
Book学术官方微信