2023
DOI: 10.7770/safer-v10n1-art2458
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Studies on compressive strength of sandy clay soil samples with different percentages of lime and nylon fibres

Abstract: To develop economically feasible and durable methods of ground improvement are some of the major challenges faced by geotechnical engineers. Many commonly available stabilisers like lime, fly ash, rice husk ash has been used in many studies. These stabilisers are known to improve the compressive strength of soil. But in order to improve the tensile properties of soil and increase the ductility characteristics, fibres can be included along with the commonly used stabilisers. In this paper values of compressive … Show more

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