Unconfined compressive strength of subgrade stabilized with coconut shell ash and lime in variation to curing time

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Unconfined compressive strength of subgrade stabilized with coconut shell ash and lime in variation to curing time

Many construction projects have encountered issues where the soil does not meet the necessary specifications for use as a subgrade layer. The high compressibility and low shear strength of these soils can lead to significant distortion when exposed to traffic loads. To address these issues, this stu...

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Bibliographic Details
Published in:	IOP Conference Series: Earth and Environmental Science
Main Author:	Ramli R.; Al Aiman Abdul Halim M.; Mansor S.
Format:	Conference paper
Language:	English
Published:	Institute of Physics 2024
Online Access:	https://www.scopus.com/inward/record.uri?eid=2-s2.0-85198479797&doi=10.1088%2f1755-1315%2f1369%2f1%2f012029&partnerID=40&md5=4b6172f72396b647a3e16cdae7c2779c

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