Engineering
Boundary Condition
13%
Characteristic Curve
8%
Compression Wave
9%
Computer Simulation
14%
Confining Pressure
12%
Constant Water Content
17%
Degree of Saturation
15%
Factor of Safety
18%
Field Measurement
10%
Filter Paper
17%
Fine Sand
9%
Good Agreement
10%
Grained Soil
20%
Groundwater Table
12%
Heavy Rainfall
10%
Horizontal Drain
14%
Hydraulics
37%
Induced Volume
9%
Infrared Camera
9%
Initial Condition
12%
Matric Suction
93%
Moisture Content
48%
Numerical Modeling
19%
One Dimensional
11%
Osmotic Suction
9%
Parametric Study
8%
Physical Model
9%
Piezometer
8%
Pore Water Pressure
66%
Pressure Distribution
12%
Rainfall Infiltration
15%
Rainfall Intensity
10%
Rainwater
30%
Recycled Concrete Aggregate
12%
Shear Strength
56%
Shear Wave Velocity
9%
Simplified Method
9%
Slope Failure
36%
Slope Protection
12%
Slope Stability
33%
Soil Layer
15%
Soil Mechanics
32%
Soil Slope
58%
Soil Suction
10%
Soil Water Characteristic Curve
100%
Stability Analysis
9%
Test Column
8%
Test Result
15%
Ultrasonic Testing
9%
Wave Velocity
24%
Earth and Planetary Sciences
Bentonite
9%
Boundary Condition
11%
Clay Liner
12%
Confining
10%
Confining Pressure
5%
Experimental Study
6%
Geosynthetics
19%
Grain Size
5%
Granular Bentonite
5%
Hydraulic Property
14%
Landfill Capping
9%
Moisture Content
23%
Monitoring System
6%
Numerical Model
6%
Numerical Modeling
7%
Oedometer Test
10%
P Wave
7%
Pedotransfer Function
5%
Photogrammetry
5%
Piezometer
9%
Porewater
61%
Precipitation Intensity
10%
Pressure Distribution
11%
Pressure Head
6%
Rain Water
26%
Real Time
5%
Residual Soil
81%
Shear Strength
40%
Singapore
30%
Slope Failure
18%
Slope Stability
16%
Slope Stabilization
24%
Soil Layer
10%
Soil Mechanics
21%
Soil Property
18%
Soil Type
6%
Soil Water
66%
Soils
7%
Space Weather
5%
Tensiometer
27%
Topsoil
9%
Triaxial Test
17%
Tropical Climate
7%
Tropics
5%
Unsaturated Soil
52%
Water Pressure
61%
Wave Velocity
10%
Keyphrases
Antecedent Rainfall
10%
Bimodal Soil
7%
Capillary Barrier
19%
Coarse Material
6%
Coarse-grained Soil
8%
Column Apparatuses
6%
Compacted Soil
6%
Consolidated Drained
7%
Consolidated Drained Triaxial Test
5%
Cover System
5%
Crushed Concrete Aggregate
6%
Curve Equation
12%
Geobarrier System
9%
Horizontal Drains
11%
Hydrophobic Materials
5%
Indirect Determination
7%
Infiltration
7%
Infiltration Behavior
6%
Infiltration Test
9%
Landfill Capping
9%
Matric Suction
11%
Moisture Equilibrium
5%
Numerical Analysis
6%
Pedotransfer Functions
14%
Permeability Function
15%
Proposed Equation
6%
Rainfall
6%
Rainfall Infiltration
8%
Rainfall Pattern
5%
Rainfall-induced Slope Failure
7%
Recycled Crushed Concrete
9%
Residual Soil
13%
Residual Soil Slope
13%
Shear Strength
10%
Shear Strength Envelope
6%
Shrinkage Curve
6%
Singapore
8%
Slope Protection
9%
Slope Stability
16%
Soil Shrinkage Curve
9%
Soil Suction
7%
Soil-water Characteristic Curve
36%
Suction
7%
Suction Measurement
13%
Tensiometer
8%
Triaxial Apparatus
8%
Two-layer
5%
Unsaturated Permeability
8%
Unsaturated Soil
13%
Unsaturated Soil Mechanics
11%