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Engineering
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通过浸没通过微生物诱导的钙化物沉淀(MICP)改善沙土
JoVE Journal
Engineering
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JoVE Journal
Engineering
Sandy Soil Improvement through Microbially Induced Calcite Precipitation (MICP) by Immersion
Please note that all translations are automatically generated.
Click here for the English version.
通过浸没通过微生物诱导的钙化物沉淀(MICP)改善沙土
DOI:
10.3791/60059-v
•
06:27 min
•
September 12, 2019
•
Shihui Liu
,
Kang Du
,
Kejun Wen
,
Wei Huang
,
Farshad Amini
,
Lin Li
1
Department of Civil & Environmental Engineering
,
Jackson State University
,
2
School of Civil Engineering and Architecture
,
Chongqing University of Science and Technology
,
3
Department of Civil & Architectural Engineering
,
Tennessee State University
Chapters
00:04
Title
00:54
Propagation Procedure of
Sporosarcina pasteurii
02:40
Preparation of MICP-treated Soil Sample
04:02
Preparation of Fiber Reinforced MICP-treated Soil Sample
04:40
Results: CaCO
3
Distribution, Flexure Stress and Flexure Strain
05:35
Conclusion
Summary
Automatic Translation
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Automatic Translation
这里介绍了微生物诱导的方解石沉淀(MICP)技术,通过浸泡改善土壤性能。
Tags
MICP
Microbially Induced Calcite Precipitation
Immersion Method
Soil Sample
Mechanical Testing
Calcium Carbonate Precipitation
Bacterial Suspension
Growth Medium
Optical Density
Ottawa Sand
Air Pluviation
Relative Density
Sand Dry Density
Geotextile Cover
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