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...
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: | |
Online Access: | https://www.mdpi.com/2073-4352/12/2/132 |
Similar Items
-
Influences of different modifiers on the disintegration of improved granite residual soil under wet and dry cycles
by: Yinlei Sun, et al.
Published: (2022-07-01) -
Disintegration Characteristics of Highly Weathered Granite under the Influence of Scouring
by: Xiyang He, et al.
Published: (2024-02-01) -
The Cohesion or Dilation Effect on the Shear Strength of Granitic Residual Soil
by: Luis J. Andrade Pais, et al.
Published: (2011-12-01) -
Investigating the Shear Strength of Granitic Gneiss Residual Soil Based on Response Surface Methodology
by: Hao Zou, et al.
Published: (2023-04-01) -
Effect of roughness on shear strength of joint in granite /
by: Ban, Sau Soon, 1990-, author, et al.
Published: (2014)