Review of Subgrade Soil Stabilised with Natural and Synthetic Fibres

• Published in: IOP Conference Series: Earth and Environmental Science
• Main Author: Nathen J.M.; Arshad A.K.; Rais N.M.; Shaffie E.; Ismail F.; Kamaluddin N.A.; Malek A.Z.A.
• Format: Conference paper
• Language: English
• Published: Institute of Physics 2024
• Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85185790274&doi=10.1088%2f1755-1315%2f1296%2f1%2f012005&partnerID=40&md5=9050b079c0f709030fbbf2c3793951d6

Subgrade soil is an essential component in the design of road structures as it provides lateral support to the roadway. One of the main reasons for pavement failure is subgrade settlement, which leads to a loss of subgrade strength. If the mechanical properties of subsoils are lower than required, a soil stabilisation method may be an option to improve the soil properties of the weak subsoil. Soil stabilisation is one of the techniques for improving poor subsoil, which results in significant improvement in tensile strength, shear strength and bearing capacity of subsoil. Soil stabilisation can be broadly divided into four types: thermal, electrical, mechanical, and chemical. The most common method of improving the physical and mechanical properties of soils is stabilisation with binders such as cement and lime. However, soil stabilisation with conventional methods using cement and lime has become uneconomical in recent years, so an alternative such as fibres may be sought. This review provides a comprehensive comparison of the effectiveness of natural fibres and synthetic fibres in stabilising subgrade soils. © Published under licence by IOP Publishing Ltd.