Engineering
Bearing Capacity
100%
Cohesionless Soil
80%
Finite Element Method
45%
Test Result
40%
Friction Angle
35%
Failure Criterion
28%
Pile Wall
26%
Displacement Relation
26%
Horizontal Force
26%
Free Fall
26%
Sheet Pile
26%
Model Test
26%
Surcharge
24%
Mohr-Coulomb Failure
22%
Groundwater Table
13%
Limit State Design
13%
Theoretical Value
13%
Failure Envelope
13%
Computer Simulation
13%
Stress Level
13%
Load Intensity
13%
Design Method
13%
Field Test
13%
Limit Analysis
13%
Good Agreement
10%
Constitutive Model
8%
Main Purpose
6%
Eurocodes
6%
Eccentric Load
6%
Scale Model Test
6%
Metal Forming
6%
Acting Load
6%
Reinforced Concrete Slab
6%
Mechanical Engineering
6%
Civil Engineering
6%
Confining Pressure
6%
Boundary Condition
6%
Design Problem
6%
Superposition
5%
Practical Problem
5%
Keyphrases
Strip Footing
26%
Slope Height
26%
Bearing Capacity
20%
Continuous Flight Auger
13%
Tensile Strain Capacity
13%
Frictional Soil
13%
Free Fall
13%
Eccentrically Loaded Footings
13%
Load Intensity
13%
Ultimate Limit State Design
13%
Yield Moment
13%
Drilled Shafts
13%
O'Neill
13%
Failure Envelope
13%
Circular Footing
13%
Inclined Load
13%
Sheet pile Wall
13%
Finite Element Programming
13%
Tension Test
13%
Bored pile
13%
Cohesionless Soil
13%
Horizontal Force
13%
Nonlinear Mohr-Coulomb Failure Criterion
13%
Gravity Model
13%
Anchored Sheet pile Wall
13%
Slope Inclination
13%
Design Tables
6%
Nonlinear Programming Problem
6%
Steel-concrete
6%
Structure Design
6%
Extrusion Pressure
6%
Yield Condition
6%
Circular Shape
6%
Reinforced Concrete Slab
6%
Failure Criterion
6%
Confining Pressure
6%
Material Structure
6%
Design Problem
6%
Metal Forming
6%
Anchoring Force
6%
Slope Stability
6%
Lower Bound Theorem
6%
Rigid-perfectly Plastic
6%
Best Matches
6%
OptumG2
6%
Load Inclination
5%