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Impact of a Used Stabiliser on the California Bearing Ratio of the Clayey-Sandy Silt

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EN
Abstrakty
EN
The paper aimed at the determination of the California Bearing Ratio of a stabilised and unstabilised fine-grained mineral soil. A clayey-sandy silt with the addition of 3, 6 and 10% of road stabilisers Solidex and Solidex A was used for the tests. The tests were carried out in the press Tritech 50 at the loading of 22 and 44 N. The stabilised samples were subjected to 7-days treatment, whereas unstabilised 4-days treatment. Stabilization with the applied road binders brought positive effects, there occurred a significant improvement in the mechanical properties of the clayey-sandy silt. The better binder, which significantly increased the value of the CBR ratio, was Solidex A. The use of hydraulic binders is of a great importance in road building, because their addition improves the mechanical properties of weaker mineral soils.
Rocznik
Strony
154--158
Opis fizyczny
Bibliogr. 14 poz. , tab.
Twórcy
autor
  • University of Agriculture in Cracow, Al. Mickiewicza 24/28, 30-059 Kraków, Poland
autor
  • University of Agriculture in Cracow, Al. Mickiewicza 24/28, 30-059 Kraków, Poland
autor
  • University of Agriculture in Cracow, Al. Mickiewicza 24/28, 30-059 Kraków, Poland
Bibliografia
  • 1. Attachment to the Resolution of the Council of Ministers of 2015. National roads development programme 2014–2023.
  • 2. General Director for National Roads and Motorways. Catalogue of typical flexible and semi-rigid pavements (in Polish). Warsaw.
  • 3. General Director for National Roads and Motorways. Catalogue of typical rigid pavements. Attachment to regulation No. 30 (in Polish). Warsaw.
  • 4. General Director for National Roads and Motorways. Report on the technical condition of national road network at the end of 2014 (in Polish). Warsaw.
  • 5. Material safety data sheet – binder for soil improving soils SOLITEX of September 8th, 2014.
  • 6. Myślińska E. 1998. Laboratory tests of soils (in Polish). PWN, Warszawa, 37–46.
  • 7. Pisarczyk S. 2014. Engineering soil science (in Polish). PWN, Warszawa, 135–137, 164–175.
  • 8. PN-EN ISO 14668–2. Geotechnical tests. Geotechnical investigation and testing. Identification and classification of soil. Part 2. Principles for a classification (Polish standard).
  • 9. PN-S-02205: 1998. Roads. Earthworks. Requirements and tests (Polish standard).
  • 10. PN-S-96012: 1997. Roads. Subbase and improved ground from cement-stabilised soil (Polish standard).
  • 11. Regulation of the Minister of Transport and the Maritime Economy on March 2ed 1999, on technical conditions which must be fulfilled by public roads (Journal of Laws 1999.43.430).
  • 12. Szpikowski M. 2006. Tests and determination of preliminary relations for the evaluation of the bearing capacity of cohesive soils using dynamic CBR method. Vol. 2 (in Polish). Road and Bridge Research Institute. Warsaw.
  • 13. Technical specification – instruction manual. Using road binders SOLITEX, 2013. EDF, Rybnik.
  • 14. Wiłun Z. 2000. Geotechnics (in Polish). Wydawnictwo Komunikacji i Łączności, Warszawa, 550–553, 570–577.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3cd48aed-d198-4183-9737-eb1b701b7c5a
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