Prediction of UCS and CBR of microsilica-lime stabilized sulfate silty sand using ANN and EPR models; application to the deep soil mixing

Published 2018 View Full Article

Authors

Keywords

Sulfate silty sand, Microsilica-lime stabilization, Unconfined compressive strength, California bearing ratio, Neural networks, Evolutionary polynomial regression, Sensitivity analysis, Deep soil mixing

Journal

SOILS AND FOUNDATIONS

Volume 58, Issue 1, Pages 34-49

Publisher

Elsevier BV

Online

2018-02-03

DOI

10.1016/j.sandf.2017.11.002

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