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Triaxial behaviour of a cemented sand reinforced with Kenaf fibres
In this study, the effect of Kenaf fibre and cement on the mechanical behaviour of Babolsar sand was investigated by consolidated drained triaxial compression tests. Kenaf fibres with a length of 10 mm and a diameter of 1.0 mm were added to sand and sand–cement mixtures at a weight ratio of 0.0%, 0.3% and 0.6%. The cement contents were 0%, 3% 6% (dry weight) of the sand and specimens were cured for 7 days. The samples were prepared at a relative density of 70%. Triaxial compression tests were carried out at confining pressure of 50, 100 and 200 kPa. The stress–strain and volume change behaviour (measured at 0.1% axial strain), maximum dilation angle, maximum strength, failure envelope brittleness index and stiffness of the samples were described. According to the results, the addition of Kenaf fibres to sand and cement-stabilised sand increased the maximum deviatoric stress by 46% and axial strain at failure point by 400%. The inclusion of Kenaf fibres did not affect the ultimate strength of the cemented sand. Dilation was significantly reduced by the addition of Kenaf fibres (about 11°). The stiffness of cemented samples was reduced (about 40%–180%) with increasing the content of Kenaf fibres. The percentage reduction in the stiffness corresponding to 0.3% content was 150%.
Triaxial behaviour of a cemented sand reinforced with Kenaf fibres
In this study, the effect of Kenaf fibre and cement on the mechanical behaviour of Babolsar sand was investigated by consolidated drained triaxial compression tests. Kenaf fibres with a length of 10 mm and a diameter of 1.0 mm were added to sand and sand–cement mixtures at a weight ratio of 0.0%, 0.3% and 0.6%. The cement contents were 0%, 3% 6% (dry weight) of the sand and specimens were cured for 7 days. The samples were prepared at a relative density of 70%. Triaxial compression tests were carried out at confining pressure of 50, 100 and 200 kPa. The stress–strain and volume change behaviour (measured at 0.1% axial strain), maximum dilation angle, maximum strength, failure envelope brittleness index and stiffness of the samples were described. According to the results, the addition of Kenaf fibres to sand and cement-stabilised sand increased the maximum deviatoric stress by 46% and axial strain at failure point by 400%. The inclusion of Kenaf fibres did not affect the ultimate strength of the cemented sand. Dilation was significantly reduced by the addition of Kenaf fibres (about 11°). The stiffness of cemented samples was reduced (about 40%–180%) with increasing the content of Kenaf fibres. The percentage reduction in the stiffness corresponding to 0.3% content was 150%.
Triaxial behaviour of a cemented sand reinforced with Kenaf fibres
Koutenaei, Reza Younesi (author) / Choobbasti, Asskar Janalizadeh (author) / Kutanaei, Saman Soleimani (author)
European Journal of Environmental and Civil Engineering ; 25 ; 1268-1286
2021-05-20
19 pages
Article (Journal)
Electronic Resource
Unknown
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