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  4. Effect of calcium source on sand bio-cementation
 
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Effect of calcium source on sand bio-cementation

Journal
Geotechnical Special Publication
Journal Volume
2023-March
Journal Issue
GSP 339
ISBN
9780784484654
Date Issued
2023-01-01
Author(s)
Jhuo, Yu Syuan
Wong, Hui Ee
YU-NING GE  
DOI
10.1061/9780784484661.029
URI
https://scholars.lib.ntu.edu.tw/handle/123456789/630571
URL
https://api.elsevier.com/content/abstract/scopus_id/85151630224
Abstract
In this study, the effect of different calcium sources on microbial calcium carbonate precipitation (MICP) was investigated. Three calcium sources, including calcium chloride, calcium nitrate, and calcium acetate, were selected based on their applicability and solubility. The fall cone tests and triaxial consolidated-drained tests were performed at the same proportion of calcium to urea, 1:1, with the concentration 0.5 M, and single-phase injection. The results indicated that the uniformity of specimen was increased by controlling the pH value of MICP treatment solution at 8.50-8.70 before injecting the solution into the specimen. Calcium nitrate exhibits the highest calcite content in treated specimens. On the consolidated-drained triaxial tests, peak strength is positively correlated with calcite content at confining pressure 100 kPa. However, calcium chloride specimens showed the lowest penetration depths in the fall cone test, which may be due to the matric suction under partially saturated condition. It may be concluded that saturation affects the effectiveness of improvement of different calcium sources.
Type
conference paper

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