Skip to main content

2019 | OriginalPaper | Buchkapitel

A Study on CBR Behaviour of Waste Pet Strip Reinforced Stone Dust

verfasst von : Abdhesh Kumar Sinha, J. N. Jha, Anil Kumar Choudhary

Erschienen in: Proceedings of the 1st International Conference on Sustainable Waste Management through Design

Verlag: Springer International Publishing

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

search-config
loading …

Abstract

With rapid urban and industrial developments, large quantities of wastes are being generated worldwide. Waste materials like stone dust is abundantly available to the extent of million tons per annum causing landfill disposal problem and health and environmental hazards. Further, most of the developed/developing countries all over the world have huge resources of domestic wastes such as waste plastics which are causing disposal problems that are both financially and environmentally expansive. Geotechnical characterization of these wastes is likely to provide economically viable and environment friendly solutions for their gainful utilization and thereby solving the problem of their disposal to a great extent. Waste management and waste reduction can be achieved through recycling or re-use. Utilization of these wastes in geotechnical applications is likely to provide viable, environmentally friendly and sustainable solutions. An experimental study was carried out to demonstrate the potential of using stone dust reinforced with reclaimed PET (polyethylene terephthalate) strips. PET strips cut into three different lengths (10 mm, 20 mm and 30 mm) were used in this study. The effect of strip content (0.25%–4%) and strip length on the compaction characteristics, CBR and subgrade modulus of reinforced stone dust were investigated. The study reveals that addition of waste PET strips to stone dust results in appreciable increase in CBR and subgrade modulus. The reinforcement benefit increases with increase in strip content and strip length and there exists an optimum value for both the strip content and the strip length at which the reinforcement benefits are optimum. The proposed materials can be used to advantage in embankment/road construction leading to safe and economical disposal of these waste materials in an environment friendly manner. Further research is recommended to study the cost economics of the use of these waste materials for low cost embankment/road construction.

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
Zurück zum Zitat Benson CH, Khire MV (1994) Reinforcing sand strips of reclaimed high density polyethylene. J Geotech Eng 120(5):838–855CrossRef Benson CH, Khire MV (1994) Reinforcing sand strips of reclaimed high density polyethylene. J Geotech Eng 120(5):838–855CrossRef
Zurück zum Zitat Choudhary AK, Jha JN, Gill KS (2010a) Laboratory investigation of bearing capacity behaviour of strip footing on reinforced flyash slope. Geotextile Geomembr 28(4):393–402CrossRef Choudhary AK, Jha JN, Gill KS (2010a) Laboratory investigation of bearing capacity behaviour of strip footing on reinforced flyash slope. Geotextile Geomembr 28(4):393–402CrossRef
Zurück zum Zitat Choudhary AK, Jha, JN, Gill KS (2010b) A study on CBR behaviour of waste plastic strip reinforced soil. Emir J Eng Res 15(1):9–15 Choudhary AK, Jha, JN, Gill KS (2010b) A study on CBR behaviour of waste plastic strip reinforced soil. Emir J Eng Res 15(1):9–15
Zurück zum Zitat Lee SW, Fishman KL (1993) Waste products as highway materials in flexible pavement system. J Transp Eng 119(3):433–449CrossRef Lee SW, Fishman KL (1993) Waste products as highway materials in flexible pavement system. J Transp Eng 119(3):433–449CrossRef
Zurück zum Zitat Rao GV, Dutta RK (2004a) Ground improvement with plastic waste. In: Proceeding, 5th international conference on ground improvement technique, Kuala Lumpur, Malaysia, March 2004, pp 321–328 Rao GV, Dutta RK (2004a) Ground improvement with plastic waste. In: Proceeding, 5th international conference on ground improvement technique, Kuala Lumpur, Malaysia, March 2004, pp 321–328
Zurück zum Zitat Rao GV, Dutta RK (2004b) Ground improvement with plastic waste. In: International conference on ground improvement technique, Kaulalumpur, Malaysia, pp 321–328 Rao GV, Dutta RK (2004b) Ground improvement with plastic waste. In: International conference on ground improvement technique, Kaulalumpur, Malaysia, pp 321–328
Zurück zum Zitat Soosan TG, Sridharan A, Jose BT, Abraham BM (2005) Utilization of quarry dust to improve the geotechnical properties of soils in highway construction. Geotech Test J 28(4):391–400 Soosan TG, Sridharan A, Jose BT, Abraham BM (2005) Utilization of quarry dust to improve the geotechnical properties of soils in highway construction. Geotech Test J 28(4):391–400
Zurück zum Zitat Soosan TG, Jose BT, Abraham BM (2001) Improvement of ground and highway sub bases using quarry waste. In: Proceedings of International seminar on civil engineering, ICCE, 2001. IISc, Bangalore, pp 730–737 Soosan TG, Jose BT, Abraham BM (2001) Improvement of ground and highway sub bases using quarry waste. In: Proceedings of International seminar on civil engineering, ICCE, 2001. IISc, Bangalore, pp 730–737
Metadaten
Titel
A Study on CBR Behaviour of Waste Pet Strip Reinforced Stone Dust
verfasst von
Abdhesh Kumar Sinha
J. N. Jha
Anil Kumar Choudhary
Copyright-Jahr
2019
DOI
https://doi.org/10.1007/978-3-030-02707-0_36