Keyphrases
2010 Haiti Earthquake
17%
Centrifuge Test
33%
Clay
23%
Cone Penetration Test
35%
Constant Volume
14%
Constitutive Model
12%
Contractive
19%
Cyclic Direct Simple Shear Test
13%
Cyclic Resistance
14%
Dense Sand
24%
Dynamic Centrifuge Test
28%
Earthquake
19%
Effective Stress
12%
Embankment
15%
Excess Pore Water Pressure
14%
Field Case Histories
12%
Fines Content
18%
Flow Failure
24%
Free Field
17%
Gulf of Mexico
13%
Illinois
19%
Large Displacement
13%
Lateral Spreading
29%
Level Ground
15%
Liquefaction
79%
Liquefaction Analysis
18%
Liquefaction Resistance
25%
Liquefaction Triggering
24%
Liquefiable Soil
20%
Overconsolidation Ratio
13%
Paleoliquefaction
15%
Paleoseismic
12%
Particle Damage
20%
Pore Pressure Generation
12%
Pore Water Pressure
20%
Pressure Generation
14%
Ring Shear
18%
Ring Shear Test
34%
Sand
66%
Sandy Soil
21%
Saturated Sand
13%
Shear Behavior
14%
Shear Strain
14%
Shear Strength
19%
Shear Wave Velocity
20%
Sloping Ground
14%
Strength Ratio
29%
Uniaxial Compression
19%
Volumetric Strain
15%
Yield Strength Ratio
21%
Engineering
Abutment
10%
Abutments (Bridge)
8%
Centrifuge
13%
Centrifuge Testing
11%
Compressibility
10%
Computational Fluid Dynamics
8%
Cone Penetration Test
29%
Constant Volume
20%
Constitutive Model
28%
Critical State Line
8%
Cyclic Stress
12%
Dense Sand
25%
Directional
9%
Eccentric Load
8%
Effective Stress
22%
Engineering
10%
Engineering Property
9%
Field Case
16%
Fine Content
20%
Finite Element Analysis
9%
Flow Liquefaction
17%
Free Field
14%
Friction Angle
14%
Ground Acceleration
7%
Ground Level
14%
Ground Movement
15%
Gulf of Mexico
10%
Illustrates
19%
Loose Sand
8%
Numerical Modeling
8%
One Dimensional
14%
Overconsolidation Ratio
12%
Penetration Resistance
14%
Pile Wall
10%
Pore Water Pressure
15%
Random Field
8%
Resistance Ratio
12%
Sandy Soil
26%
Saturated Sand
12%
Shear Ring
42%
Shear Strain
17%
Shear Strength
33%
Shear Wave Velocity
12%
Simple Shear
33%
Specimen Preparation
10%
Stress History
11%
Test Result
9%
Timber Bridge
8%
Volumetric Strain
15%
Yield Point
21%
Earth and Planetary Sciences
Back Analysis
7%
Centrifuge
18%
Centrifuge Testing
9%
Compressibility
5%
Cone Penetration Test
21%
Fluid Dynamics
8%
Geotechnical Property
16%
Ground Motion
15%
Gulf of Mexico
14%
Haiti Earthquake 2010
17%
Illinois
7%
Liquefaction
100%
Missouri
5%
Nuclear Power Plant
5%
Numerical Model
5%
Numerical Modeling
8%
Overconsolidation
15%
Pakistan
8%
Penetration Test
12%
Penetrometers
8%
Pore Pressure
5%
Porewater
36%
Response Analysis
18%
Sandy Soil
8%
Seismic Hazard
21%
Seismic Zone
9%
Shear Band
5%
Shear Modulus
12%
Shear Strain
14%
Shear Strength
25%
Shear Test
27%
Soft Clay
11%
Soil Engineering
5%
Soil Profile
8%
Soil Structure
6%
Soil-Structure Interaction
6%
St. Louis
5%
Triaxial Test
7%
United States
11%
Void Ratio
5%
Volumetric Strain
7%
Water Pressure
17%
Wave Velocity
24%
Yield Point
5%
