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A platform for research: civil engineering, architecture and urbanism
Effect of Rice Husk Ash and Sisal Fibre on Strength Behaviour of Soil
Due to an increase in population, sustainable development, climate change, construction, waste management, and production of agriculture being the major challenges to be solved by researchers and scientists since the depletion of non-renewable resources has rapidly also increased. In this study the use of rice husk ash and treated sisal fibre on the strength behaviour of soil will help in the reduction of effects caused by rice husk, also increasing space for agricultural production. Rice husk ash (RHA) and single length sisal fibre (SF) (10–15 mm) at 2.5, 5.0, and 7.5% of RHA and 0.3, 0.6, and 0.9% of SF were used for this research investigation, and the optimum value of 7.5% RHA and 0.3% SF by weight of soil sample resulting to cohesion value which was over fifty (50) times the value natural soil (from 0.13 kg/cm2 to 6.71 kg/cm2) and also the angle of internal friction increased three times the natural soil value (from 26° to 72°).
This research also helps to obtain SDG (1, 2, 6, 9, 12, 13, 14, and 15).
Effect of Rice Husk Ash and Sisal Fibre on Strength Behaviour of Soil
Due to an increase in population, sustainable development, climate change, construction, waste management, and production of agriculture being the major challenges to be solved by researchers and scientists since the depletion of non-renewable resources has rapidly also increased. In this study the use of rice husk ash and treated sisal fibre on the strength behaviour of soil will help in the reduction of effects caused by rice husk, also increasing space for agricultural production. Rice husk ash (RHA) and single length sisal fibre (SF) (10–15 mm) at 2.5, 5.0, and 7.5% of RHA and 0.3, 0.6, and 0.9% of SF were used for this research investigation, and the optimum value of 7.5% RHA and 0.3% SF by weight of soil sample resulting to cohesion value which was over fifty (50) times the value natural soil (from 0.13 kg/cm2 to 6.71 kg/cm2) and also the angle of internal friction increased three times the natural soil value (from 26° to 72°).
This research also helps to obtain SDG (1, 2, 6, 9, 12, 13, 14, and 15).
Effect of Rice Husk Ash and Sisal Fibre on Strength Behaviour of Soil
Geotechnical, Geological
Wang, Lanmin (editor) / Zhang, Jian-Min (editor) / Wang, Rui (editor) / Obbo, Benard (author) / Okurut, Gideon (author) / Patel, Pragnesh J. (author) / Soni, Nisha. P. (author) / Shah, Darshil V. (author)
Conference on Performance-based Design in Earthquake. Geotechnical Engineering ; 2022 ; Beijing, China
2022-09-20
17 pages
Article/Chapter (Book)
Electronic Resource
English
Effect of Rice Husk Ash and Sisal Fibre on Strength Behaviour of Soil
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