A study on UCS of stabilized peat with natural filler: A computational estimation approach

This study applied two feed-forward type computational methods to estimate the Unconfined Compression Strength (UCS) of stabilized peat soil with natural filler and cement. For this purpose, experimental data was obtained via testing of 271 samples at different natural filler and cement mixture dosa...

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Bibliographic Details
Main Authors: Dehghanbanadaki, Ali, Khari, Mahdy, Arefnia, Ali, Ahmad, Kamarudin, Motamedi, Shervin
Format: Article
Published: Springer Verlag 2019
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Online Access:http://eprints.utm.my/id/eprint/87715/
http://dx.doi.org/10.1007/s12205-019-0343-4
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Institution: Universiti Teknologi Malaysia