Skip to main content

2024 | OriginalPaper | Buchkapitel

Experimental Study on Waste Rubber Chips and Brick Powder for Soil Stabilization

verfasst von : Rohit Ravi, Hrishabh Bhat, Ramnath Nayak, Pradhum Phadte, Paritosh Sawant, Shwetha Prasanna, Kaushik Pai Fondekar

Erschienen in: Sustainable Design and Eco Technologies for Infrastructure

Verlag: Springer Nature Singapore

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Waste materials can be used as soil stabilizers instead of conventional methods of soil stabilization. This paper focuses on methods of soil stabilization using waste materials to avoid environmental deterioration. The present study is focusing on to compare the waste rubber chips and brick powder as soil stabilizer on the soil sample brought from one of the sites in Konkan railway near Margao railway station. The attempt was made to analyze the soil stabilized with 30% of brick powder and 10% rubber chips (3–5 mm scrap tires) and combinations of 10% rubber chips and 30% brick powder. Addition of brick powder has increased the maximum dry density of soil while addition of rubber chips reduces it. The combination of both the materials has reduced the maximum dry density. The optimum moisture content has increased on addition of rubber chips, whereas combination of both rubber chips and brick powder has reduced the effect. The angle of friction of the soil increases on addition of combination of rubber chips and brick powder but reduces its effect on adding individually. The cohesion of the soil has drastically reduced on addition of brick powder and rubber chips. California bearing ratio (CBR) value increased on addition of brick powder but reduced when used in combination. By comparing all the experimental test results, it can be concluded that the addition of rubber chips and brick powder has changed some properties of soil and can be utilized for construction purposes.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat Rao VG, Dutta RK (2004) Ground improvement with waste plastic. In: Proceedings of 5th international conference on ground improvement techniques, Kaula Lumpur, Malaysia, pp 321–328 Rao VG, Dutta RK (2004) Ground improvement with waste plastic. In: Proceedings of 5th international conference on ground improvement techniques, Kaula Lumpur, Malaysia, pp 321–328
2.
Zurück zum Zitat Naeini SA, Sadjadi SM (2008) Effect of waste polymer materials on shear strength of unsaturated clays. J Waste Manage 31:481–488 Naeini SA, Sadjadi SM (2008) Effect of waste polymer materials on shear strength of unsaturated clays. J Waste Manage 31:481–488
3.
Zurück zum Zitat Choudhary AK, Jha JN, Gill KS (2010) A study on CBR behavior of waste plastic strip reinforced soil. Emirates J Eng Res 15(1):51–57 Choudhary AK, Jha JN, Gill KS (2010) A study on CBR behavior of waste plastic strip reinforced soil. Emirates J Eng Res 15(1):51–57
4.
Zurück zum Zitat Babu SGL, Chouksey SK (2011) Stress–strain response of plastic waste mixed soil. Waste Manage J 31:481–488CrossRef Babu SGL, Chouksey SK (2011) Stress–strain response of plastic waste mixed soil. Waste Manage J 31:481–488CrossRef
5.
Zurück zum Zitat Maha HN (2013) Behavior of soils strengthened by plastic waste materials. J Eng Develop 17(4):ISSN 1813–7822. Maha HN (2013) Behavior of soils strengthened by plastic waste materials. J Eng Develop 17(4):ISSN 1813–7822.
6.
Zurück zum Zitat Gupta D, Kumar A (2017) Stabilized soil incorporating combinations of rice husk ash, pond ash and cement. Geomech Eng 12:85–109CrossRef Gupta D, Kumar A (2017) Stabilized soil incorporating combinations of rice husk ash, pond ash and cement. Geomech Eng 12:85–109CrossRef
7.
Zurück zum Zitat Prasanna S, Kumar P (2017) Soil reinforcement using coconut shell: a caser study on Indian soil. J Civil Eng Constr 06:73–78 Prasanna S, Kumar P (2017) Soil reinforcement using coconut shell: a caser study on Indian soil. J Civil Eng Constr 06:73–78
8.
Zurück zum Zitat Prasanna S (2019) Utilization of waste plastic shreds for stabilization of soil. In: Sundaram R, Shahu J, Havanagi V (eds) Geotechnics for transportation infrastructure. Lecture notes in civil engineering, vol 29, Springer, Singapore, pp 619–628 Prasanna S (2019) Utilization of waste plastic shreds for stabilization of soil. In: Sundaram R, Shahu J, Havanagi V (eds) Geotechnics for transportation infrastructure. Lecture notes in civil engineering, vol 29, Springer, Singapore, pp 619–628
9.
Zurück zum Zitat Saleh S, Jalal KG (2020) Effect of soil stabilization on subgrade soil using cement, lime and fly ash. Eurasian J Sci Eng 6:39–52 Saleh S, Jalal KG (2020) Effect of soil stabilization on subgrade soil using cement, lime and fly ash. Eurasian J Sci Eng 6:39–52
10.
Zurück zum Zitat Prasanna S (2022) Utilization of fly ash and rice husk in soil stabilization. J Geol Geophy 11:1–6 Prasanna S (2022) Utilization of fly ash and rice husk in soil stabilization. J Geol Geophy 11:1–6
Metadaten
Titel
Experimental Study on Waste Rubber Chips and Brick Powder for Soil Stabilization
verfasst von
Rohit Ravi
Hrishabh Bhat
Ramnath Nayak
Pradhum Phadte
Paritosh Sawant
Shwetha Prasanna
Kaushik Pai Fondekar
Copyright-Jahr
2024
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-99-8465-7_11