Use of indurated laterites and lateritic soils as ferro-kaolinites for the synthesis of geopolymer materials: a comparative study.

Saved in:
Bibliographic Details
Title: Use of indurated laterites and lateritic soils as ferro-kaolinites for the synthesis of geopolymer materials: a comparative study.
Authors: Tchekwagep, Jean Jacques Kouadjo1 (AUTHOR) mse_wanggg@ujn.edu.cn, Hseumou, Eva Lunine2 (AUTHOR), Tchakouté, Hervé Kouamo2,3 (AUTHOR) htchak@yahoo.fr, Wang, Ruoyu1 (AUTHOR), Tome, Sylvain3 (AUTHOR), Ding, Ning4 (AUTHOR), Rüscher, Claus Henning3 (AUTHOR), Hou, Pengkun1 (AUTHOR)
Source: Archives of Civil & Mechanical Engineering (Elsevier Science). Jul2026, Vol. 26 Issue 4, p1-44. 44p.
Subjects: Laterite, Compressive strength, Mössbauer spectroscopy, Soils, Kaolin, Inorganic chemistry, Hematite
Abstract: Indurated laterites are hardened layers within the laterite profile containing a gravel component. Lateritic soils, on the other hand, are the finer-grained material forming the uppermost part of the laterite profile, lacking the gravel component. The objective of this research work is the comparison of the compressive strength and microscopic properties of geopolymers from lateritic soils and indurated laterites. Three samples of each type of laterite were calcined at 700 °C and used as ferro-kaolinites. The chemical reagent used is a sodium waterglass with a molar ratio of SiO2 to Na2O of 1.6. Chemical composition demonstrates that the Fe2O3 content in indurated laterites is between 36.46 and 37.60 wt. %. Fe2O3 ranges from 17.32 to 22.48 wt. % in lateritic soils. Compressive strengths of geopolymers from indurated laterites are 29.87, 49.63 and 57.17 MPa, while those from lateritic soils are 41.75, 43.21 and 44.51 MPa. From the 57Fe Mössbauer spectra, the relative proportions of hematite in the geopolymers using indurated laterites are 73.9, 72.1 and 64.4%. In contrast, the relative percentages of hematite for geopolymers from lateritic soils are 54.0, 33.8 and 26.9%. The mass percentages of coordinated Fe3+ in geopolymer materials from lateritic soils are 42.5, 29.0 and 15.5%, whereas those from indurated laterites are 6.8, 5.0 and 5.1%. It can be established that the values of compressive strength of the geopolymers from the indurated laterites are higher than those from the lateritic soils. In contrast to lateritic soils, the 57Fe Mössbauer results support a higher hematite and a lower coordinated Fe3+ content in the geopolymers derived from indurated laterites. [ABSTRACT FROM AUTHOR]
Copyright of Archives of Civil & Mechanical Engineering (Elsevier Science) is the property of Springer Nature 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
FullText Text:
  Availability: 0
Header DbId: egs
DbLabel: Engineering Source
An: 194640512
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 0
IllustrationInfo
Items – Name: Title
  Label: Title
  Group: Ti
  Data: Use of indurated laterites and lateritic soils as ferro-kaolinites for the synthesis of geopolymer materials: a comparative study.
– Name: Author
  Label: Authors
  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Tchekwagep%2C+Jean+Jacques+Kouadjo%22">Tchekwagep, Jean Jacques Kouadjo</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> mse_wanggg@ujn.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Hseumou%2C+Eva+Lunine%22">Hseumou, Eva Lunine</searchLink><relatesTo>2</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Tchakouté%2C+Hervé+Kouamo%22">Tchakouté, Hervé Kouamo</searchLink><relatesTo>2,3</relatesTo> (AUTHOR)<i> htchak@yahoo.fr</i><br /><searchLink fieldCode="AR" term="%22Wang%2C+Ruoyu%22">Wang, Ruoyu</searchLink><relatesTo>1</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Tome%2C+Sylvain%22">Tome, Sylvain</searchLink><relatesTo>3</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Ding%2C+Ning%22">Ding, Ning</searchLink><relatesTo>4</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Rüscher%2C+Claus+Henning%22">Rüscher, Claus Henning</searchLink><relatesTo>3</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Hou%2C+Pengkun%22">Hou, Pengkun</searchLink><relatesTo>1</relatesTo> (AUTHOR)
– Name: TitleSource
  Label: Source
  Group: Src
  Data: <searchLink fieldCode="JN" term="%22Archives+of+Civil+%26+Mechanical+Engineering+%28Elsevier+Science%29%22">Archives of Civil & Mechanical Engineering (Elsevier Science)</searchLink>. Jul2026, Vol. 26 Issue 4, p1-44. 44p.
– Name: Subject
  Label: Subjects
  Group: Su
  Data: <searchLink fieldCode="DE" term="%22Laterite%22">Laterite</searchLink><br /><searchLink fieldCode="DE" term="%22Compressive+strength%22">Compressive strength</searchLink><br /><searchLink fieldCode="DE" term="%22Mössbauer+spectroscopy%22">Mössbauer spectroscopy</searchLink><br /><searchLink fieldCode="DE" term="%22Soils%22">Soils</searchLink><br /><searchLink fieldCode="DE" term="%22Kaolin%22">Kaolin</searchLink><br /><searchLink fieldCode="DE" term="%22Inorganic+chemistry%22">Inorganic chemistry</searchLink><br /><searchLink fieldCode="DE" term="%22Hematite%22">Hematite</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Indurated laterites are hardened layers within the laterite profile containing a gravel component. Lateritic soils, on the other hand, are the finer-grained material forming the uppermost part of the laterite profile, lacking the gravel component. The objective of this research work is the comparison of the compressive strength and microscopic properties of geopolymers from lateritic soils and indurated laterites. Three samples of each type of laterite were calcined at 700 °C and used as ferro-kaolinites. The chemical reagent used is a sodium waterglass with a molar ratio of SiO2 to Na2O of 1.6. Chemical composition demonstrates that the Fe2O3 content in indurated laterites is between 36.46 and 37.60 wt. %. Fe2O3 ranges from 17.32 to 22.48 wt. % in lateritic soils. Compressive strengths of geopolymers from indurated laterites are 29.87, 49.63 and 57.17 MPa, while those from lateritic soils are 41.75, 43.21 and 44.51 MPa. From the 57Fe Mössbauer spectra, the relative proportions of hematite in the geopolymers using indurated laterites are 73.9, 72.1 and 64.4%. In contrast, the relative percentages of hematite for geopolymers from lateritic soils are 54.0, 33.8 and 26.9%. The mass percentages of coordinated Fe3+ in geopolymer materials from lateritic soils are 42.5, 29.0 and 15.5%, whereas those from indurated laterites are 6.8, 5.0 and 5.1%. It can be established that the values of compressive strength of the geopolymers from the indurated laterites are higher than those from the lateritic soils. In contrast to lateritic soils, the 57Fe Mössbauer results support a higher hematite and a lower coordinated Fe3+ content in the geopolymers derived from indurated laterites. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Archives of Civil & Mechanical Engineering (Elsevier Science) is the property of Springer Nature 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=194640512
RecordInfo BibRecord:
  BibEntity:
    Identifiers:
      – Type: doi
        Value: 10.1007/s43452-026-01556-9
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 44
        StartPage: 1
    Subjects:
      – SubjectFull: Laterite
        Type: general
      – SubjectFull: Compressive strength
        Type: general
      – SubjectFull: Mössbauer spectroscopy
        Type: general
      – SubjectFull: Soils
        Type: general
      – SubjectFull: Kaolin
        Type: general
      – SubjectFull: Inorganic chemistry
        Type: general
      – SubjectFull: Hematite
        Type: general
    Titles:
      – TitleFull: Use of indurated laterites and lateritic soils as ferro-kaolinites for the synthesis of geopolymer materials: a comparative study.
        Type: main
  BibRelationships:
    HasContributorRelationships:
      – PersonEntity:
          Name:
            NameFull: Tchekwagep, Jean Jacques Kouadjo
      – PersonEntity:
          Name:
            NameFull: Hseumou, Eva Lunine
      – PersonEntity:
          Name:
            NameFull: Tchakouté, Hervé Kouamo
      – PersonEntity:
          Name:
            NameFull: Wang, Ruoyu
      – PersonEntity:
          Name:
            NameFull: Tome, Sylvain
      – PersonEntity:
          Name:
            NameFull: Ding, Ning
      – PersonEntity:
          Name:
            NameFull: Rüscher, Claus Henning
      – PersonEntity:
          Name:
            NameFull: Hou, Pengkun
    IsPartOfRelationships:
      – BibEntity:
          Dates:
            – D: 01
              M: 07
              Text: Jul2026
              Type: published
              Y: 2026
          Identifiers:
            – Type: issn-print
              Value: 16449665
          Numbering:
            – Type: volume
              Value: 26
            – Type: issue
              Value: 4
          Titles:
            – TitleFull: Archives of Civil & Mechanical Engineering (Elsevier Science)
              Type: main
ResultId 1