Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering

Experimental Study of the Filling Effect of MICP Microbial Grouting in Silt

Authors
Zhaoyang XU, Tingchun BAI, Yishan PANG, Feng ZHOU, Jianzhang HUANG
Corresponding Author
Zhaoyang XU
Available Online December 2016.
DOI
https://doi.org/10.2991/aece-16.2017.105How to use a DOI?
Keywords
MICP; sporosarcina pasteurii; carbonate precipitation; silt grouting; CT scan; precipitation and filling
Abstract

MICP (Microbial Induced Carbonate Precipitation) technology was used for silt biological grouting to improve soil. First, the changes of calcium carbonate precipitation volume with different concentrations of Ca/urea reaction solution or in different inducing environments (such as culture, filtrate and thallus) were studied after the filtrate and thallus were separated from the Sporosarcina pasteurii broth. The microbial induced carbonate precipitation mechanism was also analyzed. Then, the crystalline morphology of precipitation under different concentrations of the reaction solution was researched by SEM and XRD. Finally, the cycle grouting method was used for bio-grouting in silt, from which the distribution and amount of change regarding pores in silt were analyzed through a CT scan before and after grouting. The results of this study show that the calcium carbonate precipitation was the result of urease action. Precipitation contained both vaterite and calcite. The study also found that Ca/urea concentration changes could affect the crystalline morphology of calcium carbonate. MICP could be realized in porous medium like silt by step cycle grouting. The precipitation and filling effect was increased by the number of bio-grouting. After grouting five times, soil porosity decreased from 27.27% to 11.34%. This study concludes that this method has good application potential for silt foundation reinforcement.

Copyright
© 2017, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering
Series
Advances in Engineering Research
Publication Date
December 2016
ISBN
978-94-6252-298-5
ISSN
2352-5401
DOI
https://doi.org/10.2991/aece-16.2017.105How to use a DOI?
Copyright
© 2017, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Zhaoyang XU
AU  - Tingchun BAI
AU  - Yishan PANG
AU  - Feng ZHOU
AU  - Jianzhang HUANG
PY  - 2016/12
DA  - 2016/12
TI  - Experimental Study of the Filling Effect of MICP Microbial Grouting in Silt
BT  - Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering
PB  - Atlantis Press
SP  - 480
EP  - 484
SN  - 2352-5401
UR  - https://doi.org/10.2991/aece-16.2017.105
DO  - https://doi.org/10.2991/aece-16.2017.105
ID  - XU2016/12
ER  -