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Properties of Slag-Based Geopolymer-Stabilized Indian Lithomargic Soil Using Sugarcane Bagasse Ash for Sustainable Pavement Design

Shriram Marathe

Shriram Marathe

  • Department of Materials Engineering and Construction Processes, Faculty of Civil Engineering, Wrocław University of Science and TechnologyWrocław, Poland
  • Department of Materials Engineering and Construction Processes, Faculty of Civil Engineering, Wrocław University of Science and TechnologyWrocław, Poland
  • Department of Civil Engineering, Nitte (Deemed to be University), NMAM Institute of Technology (NMAMIT)India
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Marathe, Shriram
, 
Martyna Nieświec

Martyna Nieświec

Department of Materials Engineering and Construction Processes, Faculty of Civil Engineering, Wrocław University of Science and TechnologyWrocław, Poland
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Nieświec, Martyna
, 
Arun Kumar Bhat

Arun Kumar Bhat

Department of Civil Engineering, Nitte (Deemed to be University), NMAM Institute of Technology (NMAMIT)India
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Bhat, Arun Kumar
 e 
Srinath Shetty

Srinath Shetty

Department of Civil Engineering, Nitte (Deemed to be University), NMAM Institute of Technology (NMAMIT)India
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Shetty, Srinath
  
19 feb 2025
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Categoria dell'articolo: Original Study
Pubblicato online: 19 feb 2025
Pagine: 36 - 47
Ricevuto: 09 giu 2019
Accettato: 07 ago 2019
DOI: https://doi.org/10.2478/sgem-2025-0003
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© 2025 Shriram Marathe et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.

Figure 1:

Basic properties of pure lithomargic soil.
Basic properties of pure lithomargic soil.

Figure 2:

Properties of stabilizing additives used for the production of geopolymer.
Properties of stabilizing additives used for the production of geopolymer.

Figure 3:

Materials and glimpses of laboratory experimentations.
Materials and glimpses of laboratory experimentations.

Figure 4:

Outcomes of IS light compaction upon geopolymer stabilization at different SCBA amount.
Outcomes of IS light compaction upon geopolymer stabilization at different SCBA amount.

Figure 5:

Results of CBR and UCS upon geopolymer stabilization at various SCBA dosages.
Results of CBR and UCS upon geopolymer stabilization at various SCBA dosages.

Figure 6:

Relationship between UCS and CBR upon geopolymer stabilization
Relationship between UCS and CBR upon geopolymer stabilization

Figure 7:

Prolonged UCS development for the selected GP-stabilized lithomargic soil blends.
Prolonged UCS development for the selected GP-stabilized lithomargic soil blends.

Figure 8:

Prolonged CBR development for the selected GP-stabilized lithomargic soil blends.
Prolonged CBR development for the selected GP-stabilized lithomargic soil blends.

Figure 9:

Scanning electron micrograph of optimal GP-stabilized shedi soil matrix.
Scanning electron micrograph of optimal GP-stabilized shedi soil matrix.

Figure 10:

Typical low-volume flexible pavement design composition (IRC: SP-72).
Typical low-volume flexible pavement design composition (IRC: SP-72).
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Inglese
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4 volte all'anno
Argomenti della rivista:
Geoscienze, Geoscienze, altro, Scienze materiali, Compositi, Materiali porovati, Fisica, Meccanica e dinamica dei fluidi
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