Experimental Study on the Mechanical Properties and Disintegration Resistance of Microbially Solidified Granite Residual Soil

Experimental Study on the Mechanical Properties and Disintegration Resistance of Microbially Solidified Granite Residual Soil

Microbially induced calcium carbonate (CaCO<sub>3</sub>) precipitation (MICP) is an emerging soil-treatment method. To explore the effect of this technology on granite residual soil, this study investigated the effects of the mechanical properties and disintegration resistance of microbi...

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Bibliographic Details
Main Authors:	Shihua Liang, Xueli Xiao, Caixing Fang, Deluan Feng, Yuxin Wang
Format:	Article
Language:	English
Published:	MDPI AG 2022-01-01
Series:	Crystals
Subjects:	microbially induced calcium carbonate precipitation granite residual soil moisture content shear strength disintegration test
Online Access:	https://www.mdpi.com/2073-4352/12/2/132

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