Multi-Factor Orthogonal Experiments and Enhancement Mechanisms of Unconfined Compressive Strength of Soda Residue Cement Lime Soil

In order to study the effects of soda residue content, particle size, moisture content, and curing age on the unconfined compressive strength (UCS) of soda residue cement lime soil (SRCLS), a 4-factor, 4-level orthogonal experimental design was employed in this study. Different conditions of SRCLS U...

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Bibliographic Details

Published in:	Buildings
Main Authors:	Wenbo Cheng, Wei Yin, Xiaoya Wang, Quan Xu, Guodong Wang, Jun Cao, Shengxue Zhu
Format:	Article
Language:	English
Published:	MDPI AG 2024-07-01
Subjects:	soda residue cement lime soil subgrade unconfined compressive strength orthogonal experimental enhancement mechanisms
Online Access:	https://www.mdpi.com/2075-5309/14/7/2189