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浸漬による微生物誘導カルサイト沈殿(MICP)による砂土壌改善

JoVE Journal
Engineering

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JoVE Journal Engineering

Sandy Soil Improvement through Microbially Induced Calcite Precipitation (MICP) by Immersion

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浸漬による微生物誘導カルサイト沈殿(MICP)による砂土壌改善

9,093 Views

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06:27 min

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September 12, 2019

DOI:

10.3791/60059-v

DOI:

10.3791/60059-v

•

06:27 min

September 12, 2019

•

1 Views

Shihui Liu¹, Kang Du¹, Kejun Wen¹, Wei Huang², Farshad Amini¹, Lin Li³

¹Department of Civil & Environmental Engineering,Jackson State University, ²School of Civil Engineering and Architecture,Chongqing University of Science and Technology, ³Department of Civil & Architectural Engineering,Tennessee State University

Summary

ここで、微生物誘導カルサイト沈殿(MICP)技術は、浸漬によって土壌特性を改善するために提示される。

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