Engineering
Limit Analysis
100%
Embankment Load
100%
Pore Water Pressure
100%
Slope Stability
100%
Compression Ratio
100%
Dependent Behavior
100%
Creep Model
100%
Field Observation
100%
Settlement Plate
100%
Monitoring Instrument
100%
Road Embankment
100%
Residential Building
100%
Starting Period
100%
Drainage Area
100%
Return Period
100%
Shallow Foundation
100%
Sandy Soil
100%
Soil Condition
100%
Ground Acceleration
100%
Soil Layer
100%
Water Resource
100%
Field Measurement
83%
Construction Method
66%
Consolidation Settlement
50%
Settlement Prediction
50%
Embankment Settlement
50%
Measurement Data
50%
Geotechnical Engineering
50%
Consolidation Theory
50%
Field Condition
50%
Preloading Embankment
50%
Building Construction
50%
Failure Mechanism
50%
Soil Improvement
50%
Pavement
50%
Soil Liquefaction
50%
Diaphragm Wall
33%
Creep
33%
Deep Excavation
33%
Secondary Compression
33%
Computer Simulation
33%
Two Dimensional
25%
Failure Surface
25%
Slope Failure
25%
Ground Surface
25%
Numerical Approach
25%
Rainfall Intensity
25%
Shear Strength
25%
Earth and Planetary Sciences
Urban Drainage
100%
Development Area
100%
Hydrograph
100%
River Channel
33%
Residential Building
33%
Concentration (Value)
33%
Return Period
33%
Water Resource
33%