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...

書誌詳細
出版年:	IOP Conference Series: Earth and Environmental Science
第一著者:	Ramli R.; Al Aiman Abdul Halim M.; Mansor S.
フォーマット:	Conference paper
言語:	English
出版事項:	Institute of Physics 2024
オンライン･アクセス:	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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