Evaluation of the performance of a geogrid placed in a cement-treated subbase using accelerated pavement testing.

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Title: Evaluation of the performance of a geogrid placed in a cement-treated subbase using accelerated pavement testing.
Authors: Smit, M. A.1 (AUTHOR) MSmit3@csir.co.za, Rust, F. C.2 (AUTHOR), Zamara, K.3 (AUTHOR), Mazurowski, P.4 (AUTHOR), Kawalec, J.4 (AUTHOR)
Source: International Journal of Pavement Engineering. Dec2025, Vol. 26 Issue 1, p1-19. 19p.
Subjects: Geogrids, Geosynthetics, Construction costs, Pavements, Pavement design & construction, Pavement testing
Geographic Terms: South Africa
Abstract: Road construction costs are high partly due to the scarcity and cost of good quality building materials. The inclusion of geosynthetics in flexible pavement structures has been shown to improve pavement performance. The study indicated the potential benefit of increasing the life of the pavement by adding a multi-shape geogrid layer to a cement-treated subbase. APT testing was conducted using the Heavy Vehicle Simulator (HVS) of the Council for Scientific and Industrial Research (CSIR) in South Africa. When the rutting data, deflection data and the stiffnesses back-calculated from FWD data are considered, it is evident that the inclusion of the geogrid into the cement-treated layer was beneficial and could increase the life of the pavement significantly. The addition of the geogrid to the structure led to an approximate 5% increase in the construction cost. This is negligible in comparison to the significant increase in pavement life. However, the results are valid for a relatively strong (10–30 million ESAL) design. Further work should include the use of the geogrid in a cement-treated base in a weaker pavement where the benefit could potentially be higher. [ABSTRACT FROM AUTHOR]
Copyright of International Journal of Pavement Engineering 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
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DbLabel: Engineering Source
An: 190411378
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
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  Label: Title
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  Data: Evaluation of the performance of a geogrid placed in a cement-treated subbase using accelerated pavement testing.
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  Data: <searchLink fieldCode="JN" term="%22International+Journal+of+Pavement+Engineering%22">International Journal of Pavement Engineering</searchLink>. Dec2025, Vol. 26 Issue 1, p1-19. 19p.
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  Data: <searchLink fieldCode="DE" term="%22Geogrids%22">Geogrids</searchLink><br /><searchLink fieldCode="DE" term="%22Geosynthetics%22">Geosynthetics</searchLink><br /><searchLink fieldCode="DE" term="%22Construction+costs%22">Construction costs</searchLink><br /><searchLink fieldCode="DE" term="%22Pavements%22">Pavements</searchLink><br /><searchLink fieldCode="DE" term="%22Pavement+design+%26+construction%22">Pavement design & construction</searchLink><br /><searchLink fieldCode="DE" term="%22Pavement+testing%22">Pavement testing</searchLink>
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  Data: <searchLink fieldCode="DE" term="%22South+Africa%22">South Africa</searchLink>
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  Data: Road construction costs are high partly due to the scarcity and cost of good quality building materials. The inclusion of geosynthetics in flexible pavement structures has been shown to improve pavement performance. The study indicated the potential benefit of increasing the life of the pavement by adding a multi-shape geogrid layer to a cement-treated subbase. APT testing was conducted using the Heavy Vehicle Simulator (HVS) of the Council for Scientific and Industrial Research (CSIR) in South Africa. When the rutting data, deflection data and the stiffnesses back-calculated from FWD data are considered, it is evident that the inclusion of the geogrid into the cement-treated layer was beneficial and could increase the life of the pavement significantly. The addition of the geogrid to the structure led to an approximate 5% increase in the construction cost. This is negligible in comparison to the significant increase in pavement life. However, the results are valid for a relatively strong (10–30 million ESAL) design. Further work should include the use of the geogrid in a cement-treated base in a weaker pavement where the benefit could potentially be higher. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
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  Data: <i>Copyright of International Journal of Pavement Engineering 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.)
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RecordInfo BibRecord:
  BibEntity:
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      – Type: doi
        Value: 10.1080/10298436.2025.2542872
    Languages:
      – Code: eng
        Text: English
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        PageCount: 19
        StartPage: 1
    Subjects:
      – SubjectFull: Geogrids
        Type: general
      – SubjectFull: Geosynthetics
        Type: general
      – SubjectFull: Construction costs
        Type: general
      – SubjectFull: Pavements
        Type: general
      – SubjectFull: Pavement design & construction
        Type: general
      – SubjectFull: Pavement testing
        Type: general
      – SubjectFull: South Africa
        Type: general
    Titles:
      – TitleFull: Evaluation of the performance of a geogrid placed in a cement-treated subbase using accelerated pavement testing.
        Type: main
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          Name:
            NameFull: Smit, M. A.
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            NameFull: Rust, F. C.
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            NameFull: Zamara, K.
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            NameFull: Mazurowski, P.
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            NameFull: Kawalec, J.
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            – D: 01
              M: 12
              Text: Dec2025
              Type: published
              Y: 2025
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