Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Green-reinforced clay sandy soil with natural fibers
Several studies focus on enhancing soil strength through the incorporation of natural or synthetic fibers. However, there is limited published data on the effectiveness of rice husk in soil reinforcement. The use of rice husk as a reinforcing material is supported by the fact that rice is one of the most produced and consumed cereals globally. In this article, we analyze the behavior of a clayey soil from southern Brazil with the addition of 0.5, 0.75, and 1% rice husk (RH), comparing it to coconut coir (CC) and curauá fibers (CU). In unconfined compressive strength tests (UCS), increases in soil strength of 20, 40, and 140% were observed for RH, CC, and CU, respectively, compared to pure soil. From consolidated undrained triaxial compression tests, both unreinforced soil and soil reinforced with 1% RH, CC, and CU were examined. The triaxial tests revealed an increase in the internal friction angle of 72 and 98%, alongside a decrease in cohesion of 57 and 94% due to the addition of CC and CU, respectively, in terms of effective stress. In contrast, RH did not significantly enhance the soil’s behavior, likely due to its shorter fiber length.
Green-reinforced clay sandy soil with natural fibers
Several studies focus on enhancing soil strength through the incorporation of natural or synthetic fibers. However, there is limited published data on the effectiveness of rice husk in soil reinforcement. The use of rice husk as a reinforcing material is supported by the fact that rice is one of the most produced and consumed cereals globally. In this article, we analyze the behavior of a clayey soil from southern Brazil with the addition of 0.5, 0.75, and 1% rice husk (RH), comparing it to coconut coir (CC) and curauá fibers (CU). In unconfined compressive strength tests (UCS), increases in soil strength of 20, 40, and 140% were observed for RH, CC, and CU, respectively, compared to pure soil. From consolidated undrained triaxial compression tests, both unreinforced soil and soil reinforced with 1% RH, CC, and CU were examined. The triaxial tests revealed an increase in the internal friction angle of 72 and 98%, alongside a decrease in cohesion of 57 and 94% due to the addition of CC and CU, respectively, in terms of effective stress. In contrast, RH did not significantly enhance the soil’s behavior, likely due to its shorter fiber length.
Green-reinforced clay sandy soil with natural fibers
Costa, Weiner Gustavo Silva (Autor:in) / Patzsch, Jacqueline Cristina (Autor:in) / Thiel, Douglas Antonio (Autor:in) / Baldin, Claudia Regina Bernardi (Autor:in) / Kawanami, Maiky Yamato (Autor:in) / Britto, Tainá Silva Sá (Autor:in) / Muñoz, Yeimy Ordoñez (Autor:in) / Izzo, Ronaldo Luis dos Santos (Autor:in)
European Journal of Environmental and Civil Engineering ; 29 ; 1145-1160
26.04.2025
16 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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