/

/

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
Ingenieurwesen

Zum Anzeigen dieser Inhalte ist ein JoVE-Abonnement erforderlich. Melden Sie sich an oder starten Sie Ihre kostenlose Testversion.

JoVE Journal Ingenieurwesen

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.

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

9,003 Views

•

06:27 min

•

September 12, 2019

DOI:

10.3791/60059-v

DOI:

10.3791/60059-v

•

06:27 min

September 12, 2019

•

3 Views

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

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

Read Article