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Effects of crumb rubber on compressive strength of cement-treated soil

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Treść / Zawartość
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Warianty tytułu
PL
Wpływ granulowanych odpadów gumowych na wytrzymałość na ściskanie gruntu stabilizowanego cementem
Języki publikacji
EN
Abstrakty
EN
A study was undertaken to investigate the effects of crumb rubber on the strength and mechanical behaviour of Rubberized cement soil (RCS). In the present investigation, 26 groups of soil samples were prepared at five different percentages of crumb rubber content, four different percentages of cement content and two different finenesses of crumb rubber particle. Compressive strength tests were carried out at the curing age of 7 days, 14 days, 28 days and 90 days. The test results indicated that the inclusion of crumb rubber within cement soil leads to a decrease in the compressive strength and stiffness and improves the cement soil’s brittle behaviour to a more ductile one. A reduction of up to 31% in the compressive strength happened in the 20% crumb content group. The compressive strength increases with the increase in the cement content. And the enlargement of cement content is more efficient at low cement content.
PL
Celem raportu jest przedstawienie wpływu granulowanych odpadów gumowych na wytrzymałość i mechaniczne zachowanie gumowanej mieszanki cementu i gruntu (Rubberized Cement Soil, RCS). W ostatnich dekadach wzrosło znaczenie obróbki gruntu z użyciem cementu w celu poprawy problematycznych gruntów. Kilku badaczy zmieszało różne wybrane dodatki z gruntami sztucznie cementowanymi. Ale warto zauważyć, że dodatki czasami prowadzą do wysokiej sztywności i kruchości. Ponadto problem związany z środowiskiem naturalnym jest coraz gorszy, a brak zasobów jest coraz bardziej dokuczliwy. Zastosowanie recyklingu opon gumowych w gruncie stabilizowanym cementem może być skutecznym sposobem wykorzystania gumy i rozwiązaniem problemu wysokiej sztywności i kruchości gruntów sztucznie cementowanych. Dodanie granulowanych odpadów gumowych powoduje znaczne zmniejszenie wytrzymałości oraz sztywności betonu.
Rocznik
Strony
59--78
Opis fizyczny
Bibliogr. 22 poz., il., tab.
Twórcy
autor
  • Shenyang Jianzhu University, School of Civil Engineering, China
autor
  • Shenyang Jianzhu University, School of Civil Engineering, China
Bibliografia
  • 1. T. W. Zhang, X. B. Yue, Y. F. Deng, D. W. Zhang and S. Y. Liu, Mechanical behaviour and micro-structure of cement-stabilised marine clay with a metakaolin agent, Construction and Building Materials,73,51-57, 2014.
  • 2. S. H. Bahmani, B. B. Huat, A. Asadi and N. Farzadnia, Stabilization of residual soil using SiO2 nanoparticles and cement, Construction and Building Materials, 64, 350-359, 2014.
  • 3. T. Kamei, A. Ahmed and K. Ugai, Durability of soft clay soil stabilized with recycled Bassanite and furnace cement mixtures, Soils Foundations, 53, 1, 155-165, 2013.
  • 4. R. N. Yong and V. R. Ouhadi, Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils’, Appl.Clay Sci, 35, 3, 238-249, 2007.
  • 5. C. Tang, B. Shi, W. Gao, F. Chen and Y. Cai., Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil, Geotextiles and Geomembranes, 25, 3, 194-202, 2007.
  • 6. E. A. Basha, R. Hashim, H. B. Mahmud and A. S. Muntohar, Stabilization of residual soil with rice husk ash and cement, Construction and Building Materials, 19, 6, 448-453, 2005.
  • 7. J. Xue and M. Shinozuka, Rubberized concrete: A green structural material with enhanced energy-dissipation capability, Construction and Building Materials, 42, 196-204, 2013.
  • 8. C. F. Chen, Foundation Treatment. Wuhan: Wuhan University of Technology press, 2010:141-144.
  • 9. E. A. Ohemeng and P. P. K. Yalley, Models for predicting the density and compressive strength of rubberized concrete pavement blocks, Construction and Building Materials, 47, 656-661, 2013.
  • 10. N. N. Eldin and A. B. Senouci, Measurement and prediction of the strength of rubberized concrete, Cem. Concr. Compos., 16, 4, 287-298, 1994.
  • 11. R. K. Vieira, R. C. Soares, S. C. Pinheiro, O. A. Paiva, J. O. Eleutério and R. P. Vasconcelos, Completely random experimental design with mixture and process variables for optimization of rubberized concrete, Construction and Building Materials, 24, 9, 1754-1760, 2010.
  • 12. D. Fedroff, S. Ahma and B. Z. Savas, Mechanical properties of concrete with ground waste tire rubber, Transportation Research Record: Journal of the Transportation Research Board, 1532, 1, 66-72, 1996.
  • 13. G. C. Long, K. L. Ma, X. Xie and Y. J. Xie, Effect of Rubber Aggregate on Reduction of Compressive Strength of Concrete, J. Build. Mater., 16, 5, 758-762, 2013.
  • 14. R. X. Liu, W. S. Hou, Y. H. Xv and K. S. Xv, Effect of rubber particles on mechanical properties of concrete, J. Build. Mater., 12, 3, 341-344, 2009.
  • 15. P. Subramaniam and S. Banerjee, Factors affecting shear modulus degradation of cement treated clay, Soil Dyn. Earthquake Eng., 65, 181-188, 2014.
  • 16. N. C. Consoli, D. A. Rosa, R. C. Cruz and A. D. Rosa, Water content, porosity and cement content as parameters controlling strength of artificially cemented silty soil, Eng. Geol.,122, 3, 328-333, 2011.
  • 17. V. Anggraini,A. Asadi, B. B. Huat and H. Nahazanan, Effects of coir fibers on tensile and compressive strength of lime treated soft soil, Measurement, 59, 372-381, 2015.
  • 18. L. P. ZHOU and X. D. SHEN, Study on mechanical behaviors of soil cement, Bull. Chin. Ceram Soc., 28, 359-365, 2009.
  • 19. C. Q. RAO, H. S HUANG, Factors affecting the compression strength of Shenzhen cement-stabilized soft soil, Journal of Huazhong University of Science and Technology( Urban Science Edition), 26, 2, 99-102, 2009.
  • 20. K. L. OUYANG, B. K. NING, The influence factors of cement-mixed clays strength, J. Chin. Foreign Highway, 29, 4, 189-191, 2009.
  • 21. B. WANG, W. M. YANG and Z. Q. LI, Micromechanism of strength increase with curing time for compacted cement-soil, Journal of University of Science and Technology Beijing, 30, 3, 233-238, 2008.
  • 22. F. C. WANG, X. YAN, T. LIU, X. P. YE and L. LIU, Research on Strength Characteristics and Mechanism of Rubberized Cement-soil, Journal of Sichun University, 42, 2, 46-51, 2010.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-22695039-dee6-4bd6-b09b-664662a13f39
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