Engineering
Acting Load
6%
Bearing Capacity
100%
Boundary Condition
6%
Civil Engineering
6%
Cohesionless Soil
89%
Computer Simulation
12%
Confining Pressure
6%
Constitutive Model
8%
Design Method
12%
Design Problem
6%
Displacement Relation
25%
Eccentric Load
6%
Eurocodes
6%
Failure Criterion
27%
Failure Envelope
12%
Field Test
12%
Finite Element Method
43%
Free Fall
25%
Friction Angle
33%
Good Agreement
9%
Groundwater Table
12%
Horizontal Force
29%
Horizontal Load
8%
Limit Analysis
12%
Limit State Design
12%
Load Intensity
12%
Main Purpose
6%
Mechanical Engineering
6%
Metal Forming
6%
Model Test
25%
Mohr-Coulomb Failure
21%
Overturning Moment
8%
Pile Wall
25%
Practical Problem
5%
Reinforced Concrete Slab
6%
Scale Model Test
6%
Sheet Pile
25%
Stress Level
12%
Superposition
5%
Surcharge
23%
Test Result
38%
Theoretical Value
12%
Keyphrases
Anchored Sheet pile Wall
12%
Anchoring Force
6%
Bearing Capacity
19%
Best Matches
6%
Bored pile
12%
Circular Footing
12%
Circular Shape
6%
Cohesionless Soil
12%
Confining Pressure
6%
Continuous Flight Auger
12%
Design Problem
6%
Design Tables
6%
Drilled Shafts
12%
Eccentrically Loaded Footings
12%
Extrusion Pressure
6%
Failure Criterion
6%
Failure Envelope
12%
Finite Element Programming
12%
Free Fall
12%
Frictional Soil
12%
Gravity Model
12%
Horizontal Force
12%
Inclined Load
12%
Load Inclination
5%
Load Intensity
12%
Lower Bound Theorem
6%
Material Structure
6%
Metal Forming
6%
Nonlinear Mohr-Coulomb Failure Criterion
12%
Nonlinear Programming Problem
6%
O'Neill
12%
OptumG2
6%
Rectangular Footing
12%
Reinforced Concrete Slab
6%
Rigid-perfectly Plastic
6%
Sheet pile Wall
12%
Slope Height
25%
Slope Inclination
12%
Slope Stability
6%
Steel-concrete
6%
Strip Footing
25%
Structure Design
6%
Tensile Strain Capacity
12%
Tension Test
12%
Torsional Effect
8%
Ultimate Limit State Design
12%
Yield Condition
6%
Yield Moment
12%
