Keyphrases
Secondary Compression
79%
Compressibility
67%
Soft Clay
66%
Undrained Shear Strength
42%
Clay
37%
Stiff Clay
35%
Effective Stress
34%
Clay Shale
31%
Vertical Drains
28%
Shale
24%
Void Fraction
24%
Preconsolidation Pressure
23%
Slip Surface
21%
Slope Failure
21%
Secondary Settlement
21%
Effective Vertical Stress
21%
Primary Consolidation
21%
Permeability Coefficient
21%
Shear Strength
19%
Settlement Analysis
19%
Coefficient of Earth Pressure at Rest
18%
Silt
18%
Stability Analysis
18%
Primary Compression
18%
Fibrous Peat
18%
Fully Softened Shear Strength
18%
Oedometer Test
17%
Overconsolidation
16%
Sand
16%
Airport
16%
Granular Materials
16%
Embankment on Soft Clay
16%
Montmorillonite
16%
Surcharging
16%
Residual Shear Strength
16%
Pore Water Pressure
16%
In-situ Test
15%
Time Effect
15%
Terzaghi Theory
15%
Consolidation Pressure
15%
Reactivated Landslide
15%
Friction Angle
15%
Peat
15%
Embankment
14%
Clay Deposit
14%
In Situ
13%
Discharge Capacity
13%
Residual Conditions
13%
Excess Pore Water Pressure
13%
Calcium Montmorillonite
13%
Engineering
Secondary Compression
100%
Compressibility
70%
Shear Strength
57%
Effective Stress
41%
One Dimensional
37%
Stiff Clay
30%
Friction Angle
29%
Primary Consolidation
28%
Compression Index
26%
Pore Water Pressure
22%
Slope Failure
21%
Slip Surface
20%
Primary Compression
20%
Undrained Shear Strength
19%
Preconsolidation Pressure
17%
Fibrous Peat
17%
Electrolyte Concentration
17%
Oedometer Test
16%
Pore Fluid
16%
Application Field
16%
Airfield
16%
Clay Deposits
15%
Compression Test
14%
Sand Drain
13%
Discharge Capacity
13%
Subsurface
13%
Stability Analysis
12%
Soil Mechanics
12%
Constant Rate
12%
Strain Rate
12%
Engineering Property
12%
Creep
12%
Creep Behavior
12%
Overconsolidation Ratio
12%
Peat Deposit
11%
Excess Pore Water Pressure
10%
Situ Test
10%
Engineering
9%
Field Observation
9%
Internals
8%
Surcharge
8%
Great Influence
8%
Clay Layer
8%
Marine Clay
8%
Main Flow
8%
Controlling Mechanism
8%
Consolidation Characteristic
8%
Peak Strength
8%
Flow Channel
8%
Test Pressure
8%