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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

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

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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

DOI:

10.3791/60059-v

•

06:27 min

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September 12, 2019

•

Shihui Liu, Kang Du, Kejun Wen, Wei Huang, Farshad Amini, Lin Li

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

Chapters

00:04Title
00:54Propagation Procedure of Sporosarcina pasteurii
02:40Preparation of MICP-treated Soil Sample
04:02Preparation of Fiber Reinforced MICP-treated Soil Sample
04:40Results: CaCO₃ Distribution, Flexure Stress and Flexure Strain
05:35Conclusion

Summary

자동 번역

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

Keywords: 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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