Engineering
Empirical Model
50%
Moisture Gradient
50%
Longer Term
50%
Ambient Condition
50%
Situ Moisture
50%
Ponding
50%
Chloride Penetration
50%
Testing Condition
50%
Situ Concrete
50%
Relative Humidity
50%
Permeation Property
50%
Properties of Concrete
50%
Monitoring Data
50%
Structural Health Monitoring
50%
Sensor Data
33%
Physical Model
25%
Chloride Concentration
25%
Analytical Model
25%
Significant Change
25%
Induced Corrosion
25%
Actual Condition
25%
Concrete Structure
25%
Pulverized Fuel Ash
25%
Chloride Profile
25%
Diffusivity
25%
INIS
chlorides
100%
monitoring
100%
comparative evaluations
60%
electrical resistance
58%
data
58%
performance
51%
moisture
50%
zones
33%
chlorine ions
30%
laboratories
30%
surfaces
28%
environment
26%
environmental exposure
25%
sensors
25%
portland cement
20%
investigations
20%
testing
20%
durability
20%
reduction
20%
depth
20%
