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SOIL IMPROVEMENT BY MICROBIAL INDUCED CALCITE PRECIPITATION AND A CHEMICAL METHOD FOR LIQUEFACTION MITIGATION
Jun Xue Huang, Yi Hsiu Wang, Thien An Nguyen, Chia Sheng Hsu,
Wen Yi Hung
土木工程學系
研究成果
:
雜誌貢獻
›
期刊論文
›
同行評審
5
引文 斯高帕斯(Scopus)
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指紋
指紋
深入研究「SOIL IMPROVEMENT BY MICROBIAL INDUCED CALCITE PRECIPITATION AND A CHEMICAL METHOD FOR LIQUEFACTION MITIGATION」主題。共同形成了獨特的指紋。
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Keyphrases
Chemical Method
100%
Soil Improvement
100%
Liquefaction Mitigation
100%
Microbially Induced Calcium Carbonate Precipitation
100%
Sand
60%
Excess Pore Water Pressure
40%
Precipitation Method
40%
Calcium Carbonate Crystal
40%
Mechanical Properties
20%
Temperature-humidity Index
20%
Chemical Processes
20%
Pore Volume
20%
Microorganisms
20%
Soil Layer
20%
Liquefaction
20%
Humidity
20%
Environmental Conditions
20%
Metabolism
20%
Sodium Carbonate
20%
Shear Strength
20%
Direct Shear Test
20%
Liquid Mixtures
20%
Centrifuge Modelling
20%
Ground Improvement
20%
Geochemical Processes
20%
Sand Layer
20%
Calcium Chloride
20%
Pore Pressure Dissipation
20%
Undesirable Side Effects
20%
Dissipation Time
20%
Constant Head
20%
Soil Stratum
20%
Ground Environment
20%
Engineering
Microbial
100%
Soil Improvement
100%
Excess Pore Water Pressure
40%
Process Chemical
20%
Ground Improvement
20%
Soil Layer
20%
Centrifuge Testing
20%
Constant Head
20%
Shear Strength
20%
Material Science
Chemical Processing
100%
Pore Volume
33%
Shear Testing
33%
Shear Strength
33%
Chemical Engineering
Calcite
100%
Calcium Carbonate
40%