Engineering
Bearing Capacity
100%
Cohesionless Soil
89%
Finite Element Method
43%
Test Result
38%
Friction Angle
33%
Horizontal Force
29%
Failure Criterion
27%
Pile Wall
25%
Displacement Relation
25%
Free Fall
25%
Sheet Pile
25%
Model Test
25%
Surcharge
23%
Mohr-Coulomb Failure
21%
Groundwater Table
12%
Limit State Design
12%
Theoretical Value
12%
Failure Envelope
12%
Computer Simulation
12%
Stress Level
12%
Load Intensity
12%
Design Method
12%
Field Test
12%
Limit Analysis
12%
Good Agreement
9%
Constitutive Model
8%
Overturning Moment
8%
Horizontal Load
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
25%
Slope Height
25%
Bearing Capacity
19%
Continuous Flight Auger
12%
Tensile Strain Capacity
12%
Frictional Soil
12%
Free Fall
12%
Eccentrically Loaded Footings
12%
Load Intensity
12%
Ultimate Limit State Design
12%
Yield Moment
12%
Drilled Shafts
12%
O'Neill
12%
Failure Envelope
12%
Circular Footing
12%
Inclined Load
12%
Sheet pile Wall
12%
Finite Element Programming
12%
Tension Test
12%
Bored pile
12%
Cohesionless Soil
12%
Horizontal Force
12%
Nonlinear Mohr-Coulomb Failure Criterion
12%
Gravity Model
12%
Anchored Sheet pile Wall
12%
Slope Inclination
12%
Rectangular Footing
12%
Torsional Effect
8%
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%
