Keyphrases
Microbially Induced Carbonate Precipitation
100%
Biocementation
51%
Urease
28%
Unconfined Compressive Strength
23%
Urease Enzyme
21%
Urea Hydrolysis
20%
Soil Column
19%
Microbially Induced Calcium Carbonate Precipitation
18%
Ground Improvement
18%
Jack Bean
17%
Beach Sand
17%
Sand
17%
Urease Activity
16%
Urea
15%
Precipitation Treatment
15%
Carbonate Precipitation
14%
Calcium Carbonate Precipitation
14%
Carbonate
13%
Ureolysis
12%
Carbonate Content
11%
Electrical Conductivity
11%
Enzyme-assisted Extraction
11%
Environmental Impact
11%
Ductility
11%
Carbonate Precipitates
11%
Geotechnical Applications
10%
Modified Enzymes
10%
Granular Materials
9%
Bioprecipitation
9%
Treatment Cycle
9%
Soil Improvement
9%
Extraction Methods
8%
Silica
8%
Soil Particles
8%
Integrated Laboratory
8%
Standard Sand
8%
Foundation Engineering
8%
Rill Erosion
8%
Biocement
8%
Engineering Knowledge
8%
Precipitation Pattern
8%
Enzyme Characterization
8%
Seawater
8%
Problem-based Learning
8%
Ureolytic Bacteria
8%
Real-world Problems
8%
Strength of Granular Materials
8%
Bio-cemented Soil
8%
Compaction Characteristics
8%
Tyre Sinkage
8%
Engineering
Compression Strength
52%
Compressive Strength
44%
Biocementation
28%
Carbonate Content
27%
Ray Diffraction
20%
Ground Improvement
20%
Silicon Dioxide
17%
Test Tube
16%
Interparticle Contact
16%
Quarries
15%
Soil Matrix
12%
Soil Particle
12%
Isolation Method
12%
Injection Rate
12%
Bearing Capacity
12%
Phase Composition
11%
Microbial
9%
Foundation Engineering
8%
Polycrystalline
8%
Direct Shear Test
8%
Contact Point
8%
Hydrophobic
8%
Strength Enhancement
8%
Erosion
8%
Soil Sample
8%
Dust Generation
8%
Biocement
8%
Hydrolysis Process
8%
Engineering
8%
Indentation Hardness
8%
Erosion Resistance
8%
Scour Depth
8%
Stabilizer
8%
Durables
8%
Producing Bacteria
8%
Peak Strength
8%
Friction Angle
8%
Broad Peak
8%
Indentation
8%
Sustainable Building
8%
Strong Adhesion
8%
Research Laboratories
8%
Crack Propagation
8%
Dry Process
8%
Greenfield Site
8%
Compaction Characteristic
8%
End Surface
8%
Biochemicals
8%
Ground Improvement Method
8%
Shear Strength
8%
