Influence of temperature on microbially induced calcium carbonate precipitation for soil treatment.

Microbially induced calcium carbonate precipitation (MICP) is a potential method for improvement of soil. A laboratory study was conducted to investigate the influence of temperatures for soil improvement by MICP. The ureolytic activity experiments, MICP experiments in aqueous solution and sand colu...

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Main Authors: Jie Peng, Zhiming Liu
Format: Article
Language:English
Published: Public Library of Science (PLoS) 2019-01-01
Series:PLoS ONE
Online Access:https://doi.org/10.1371/journal.pone.0218396
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spelling doaj-9a15d1cc34fa4117af608d7cf6f3e7042021-03-03T20:37:30ZengPublic Library of Science (PLoS)PLoS ONE1932-62032019-01-01146e021839610.1371/journal.pone.0218396Influence of temperature on microbially induced calcium carbonate precipitation for soil treatment.Jie PengZhiming LiuMicrobially induced calcium carbonate precipitation (MICP) is a potential method for improvement of soil. A laboratory study was conducted to investigate the influence of temperatures for soil improvement by MICP. The ureolytic activity experiments, MICP experiments in aqueous solution and sand column using Sporosarcina pasteurii were conducted at different temperatures(10, 15, 20, 25 and 30°C). The results showed there were microbially induced CaCO3 precipitation at all the temperatures from 10 to 30°C. The results of ureolytic activity experiments showed that the bacterial had higher ureolytic activity at high temperatures within the early 20 hours, however, the ureolytic activity at higher temperatures decreased more quickly than at lower temperatures. The results of MICP experiments in aqueous solution and sand column were consistent with tests of ureolytic activity. Within 20 to 50 hours of the start of the test, more CaCO3 precipitation was precipitated at higher temperature, subsequently, the precipitation rate of all experiments decreased, and the higher the temperature, the faster the precipitation rate dropped. The final precipitation amount of CaCO3 in aqueous solution and sand column tests at 10 °C was 92% and 37% higher than that at 30 °C. The maximum unconfined compressive strength of MICP treated sand column at 10 °C was 135% higher than that at 30 °C. The final treatment effect of MICP at lower temperature was better than that at high temperature within the temperature range studied. The reason for better treatment effect at lower temperatures was due to the longer retention time of ureolytic activity of bacteria at lower temperatures.https://doi.org/10.1371/journal.pone.0218396
collection DOAJ
language English
format Article
sources DOAJ
author Jie Peng
Zhiming Liu
spellingShingle Jie Peng
Zhiming Liu
Influence of temperature on microbially induced calcium carbonate precipitation for soil treatment.
PLoS ONE
author_facet Jie Peng
Zhiming Liu
author_sort Jie Peng
title Influence of temperature on microbially induced calcium carbonate precipitation for soil treatment.
title_short Influence of temperature on microbially induced calcium carbonate precipitation for soil treatment.
title_full Influence of temperature on microbially induced calcium carbonate precipitation for soil treatment.
title_fullStr Influence of temperature on microbially induced calcium carbonate precipitation for soil treatment.
title_full_unstemmed Influence of temperature on microbially induced calcium carbonate precipitation for soil treatment.
title_sort influence of temperature on microbially induced calcium carbonate precipitation for soil treatment.
publisher Public Library of Science (PLoS)
series PLoS ONE
issn 1932-6203
publishDate 2019-01-01
description Microbially induced calcium carbonate precipitation (MICP) is a potential method for improvement of soil. A laboratory study was conducted to investigate the influence of temperatures for soil improvement by MICP. The ureolytic activity experiments, MICP experiments in aqueous solution and sand column using Sporosarcina pasteurii were conducted at different temperatures(10, 15, 20, 25 and 30°C). The results showed there were microbially induced CaCO3 precipitation at all the temperatures from 10 to 30°C. The results of ureolytic activity experiments showed that the bacterial had higher ureolytic activity at high temperatures within the early 20 hours, however, the ureolytic activity at higher temperatures decreased more quickly than at lower temperatures. The results of MICP experiments in aqueous solution and sand column were consistent with tests of ureolytic activity. Within 20 to 50 hours of the start of the test, more CaCO3 precipitation was precipitated at higher temperature, subsequently, the precipitation rate of all experiments decreased, and the higher the temperature, the faster the precipitation rate dropped. The final precipitation amount of CaCO3 in aqueous solution and sand column tests at 10 °C was 92% and 37% higher than that at 30 °C. The maximum unconfined compressive strength of MICP treated sand column at 10 °C was 135% higher than that at 30 °C. The final treatment effect of MICP at lower temperature was better than that at high temperature within the temperature range studied. The reason for better treatment effect at lower temperatures was due to the longer retention time of ureolytic activity of bacteria at lower temperatures.
url https://doi.org/10.1371/journal.pone.0218396
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