Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire.

Saved in:
Bibliographic Details
Title: Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire.
Authors: Xu, Nuo1 (AUTHOR), Zhu, Haipeng1 (AUTHOR), Qiu, Zhehao1 (AUTHOR), Liu, Yuhang1 (AUTHOR), Yin, Jie1 (AUTHOR) yinjie@ujs.edu.cn
Source: Marine Georesources & Geotechnology. Jan2026, Vol. 44 Issue 1, p1-11. 11p.
Subjects: Fly ash, Waste tires, Compressibility, Microstructure, Slurry, Interfacial bonding, Rock deformation
Abstract: This study examines the compressibility of high-water-content dredged slurry treated with waste shredded tires (WST) and fly ash (FA). One-dimensional compression tests were performed on FA and WST stabilized slurry with varying WST contents (15%, 35%, 50%) and curing ages (3 h, 7 days, 28 days). Results show that adding FA and WST significantly reduces the compressibility of untreated soil. In detail, the compression coefficient of untreated soil stands at 1.19, whereas treated soil samples demonstrate a significant reduction of 64%–86%. Similarly, the compression index of untreated soil is 0.167, while treated samples exhibit a decrease of 19%–83%. Compared to a linear e-lgp curve observed in untreated soil, treated samples exhibit two distinct straight-line segments with the intersection related to the compression yield stress. Compressibility indices, as well as the rebound index during unloading, increase with higher WST content and decrease with longer curing time. Specifically, the compression index of mixed soil samples increases linearly with WST content. Conversely, when considering curing age, the compression index and rebound indexes decrease rapidly before leveling off. In both cases, compression yield stress shows a quick increase that eventually stabilizes. SEM analysis of treated samples reveals a denser microstructure and improved particle bonding. [ABSTRACT FROM AUTHOR]
Copyright of Marine Georesources & Geotechnology is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
Database: Engineering Source
Full text is not displayed to guests.
FullText Links:
  – Type: pdflink
Text:
  Availability: 1
Header DbId: egs
DbLabel: Engineering Source
An: 190648215
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 0
IllustrationInfo
Items – Name: Title
  Label: Title
  Group: Ti
  Data: Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire.
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Xu%2C+Nuo%22">Xu, Nuo</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Zhu%2C+Haipeng%22">Zhu, Haipeng</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Qiu%2C+Zhehao%22">Qiu, Zhehao</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Liu%2C+Yuhang%22">Liu, Yuhang</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Yin%2C+Jie%22">Yin, Jie</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> yinjie@ujs.edu.cn</i>
– Name: TitleSource
  Label: Source
  Group: Src
  Data: <searchLink fieldCode="JN" term="%22Marine+Georesources+%26+Geotechnology%22">Marine Georesources & Geotechnology</searchLink>. Jan2026, Vol. 44 Issue 1, p1-11. 11p.
– Name: Subject
  Label: Subjects
  Group: Su
  Data: <searchLink fieldCode="DE" term="%22Fly+ash%22">Fly ash</searchLink><br /><searchLink fieldCode="DE" term="%22Waste+tires%22">Waste tires</searchLink><br /><searchLink fieldCode="DE" term="%22Compressibility%22">Compressibility</searchLink><br /><searchLink fieldCode="DE" term="%22Microstructure%22">Microstructure</searchLink><br /><searchLink fieldCode="DE" term="%22Slurry%22">Slurry</searchLink><br /><searchLink fieldCode="DE" term="%22Interfacial+bonding%22">Interfacial bonding</searchLink><br /><searchLink fieldCode="DE" term="%22Rock+deformation%22">Rock deformation</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: This study examines the compressibility of high-water-content dredged slurry treated with waste shredded tires (WST) and fly ash (FA). One-dimensional compression tests were performed on FA and WST stabilized slurry with varying WST contents (15%, 35%, 50%) and curing ages (3 h, 7 days, 28 days). Results show that adding FA and WST significantly reduces the compressibility of untreated soil. In detail, the compression coefficient of untreated soil stands at 1.19, whereas treated soil samples demonstrate a significant reduction of 64%–86%. Similarly, the compression index of untreated soil is 0.167, while treated samples exhibit a decrease of 19%–83%. Compared to a linear e-lgp curve observed in untreated soil, treated samples exhibit two distinct straight-line segments with the intersection related to the compression yield stress. Compressibility indices, as well as the rebound index during unloading, increase with higher WST content and decrease with longer curing time. Specifically, the compression index of mixed soil samples increases linearly with WST content. Conversely, when considering curing age, the compression index and rebound indexes decrease rapidly before leveling off. In both cases, compression yield stress shows a quick increase that eventually stabilizes. SEM analysis of treated samples reveals a denser microstructure and improved particle bonding. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Marine Georesources & Geotechnology is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=190648215
RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.1080/1064119X.2025.2475385
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 11
        StartPage: 1
    Subjects:
      – SubjectFull: Fly ash
        Type: general
      – SubjectFull: Waste tires
        Type: general
      – SubjectFull: Compressibility
        Type: general
      – SubjectFull: Microstructure
        Type: general
      – SubjectFull: Slurry
        Type: general
      – SubjectFull: Interfacial bonding
        Type: general
      – SubjectFull: Rock deformation
        Type: general
    Titles:
      – TitleFull: Compression properties of high-water-content dredged slurry treated with fly ash and waste shredded tire.
        Type: main
  BibRelationships:
    HasContributorRelationships:
      – PersonEntity:
          Name:
            NameFull: Xu, Nuo
      – PersonEntity:
          Name:
            NameFull: Zhu, Haipeng
      – PersonEntity:
          Name:
            NameFull: Qiu, Zhehao
      – PersonEntity:
          Name:
            NameFull: Liu, Yuhang
      – PersonEntity:
          Name:
            NameFull: Yin, Jie
    IsPartOfRelationships:
      – BibEntity:
          Dates:
            – D: 01
              M: 01
              Text: Jan2026
              Type: published
              Y: 2026
          Identifiers:
            – Type: issn-print
              Value: 1064119X
          Numbering:
            – Type: volume
              Value: 44
            – Type: issue
              Value: 1
          Titles:
            – TitleFull: Marine Georesources & Geotechnology
              Type: main
ResultId 1