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Smart computing models of California bearing ratio, unconfined compressive strength, and resistance value of activated ash-modified soft clay soil with adaptive neuro-fuzzy inference system and ensemble random forest regression techniques

Crossref DOI link: https://doi.org/10.1007/s41939-021-00092-8

Published Online: 2021-04-02

Published Print: 2021-09

Update policy: https://doi.org/10.1007/springer_crossmark_policy

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