Journals
Publish with us
Publishing partnerships
About us
Blog
Advances in Civil Engineering
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Advances in Civil Engineering
/
2021
/
Article
/
Tab 3
/
Research Article
Reducing Compressibility of the Expansive Soil by Microbiological-Induced Calcium Carbonate Precipitation
Table 3
Reduction of the void ratio.
(kPa)
x
(times)
0 (%)
2 (%)
4 (%)
6 (%)
8 (%)
0–400
17.5
16.4
13.9
11.7
13.0
400–800
3.8
3.7
3.3
2.6
3.0