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Keyphrases
Rock Mass
100%
Side Shear Resistance
100%
Rock-socketed Shafts
100%
Three-dimensional Analytical Solution
100%
Inclination Angle
75%
Sidewall Roughness
50%
Governing Equations
50%
Three-dimensional (3D)
25%
Unconfined Compressive Strength
25%
Resistance Factor
25%
Micromechanical Analysis
25%
Roughness Parameters
25%
Chord Length
25%
Shear Behavior
25%
Sidewall Profile
25%
Intact Rock
25%
Cylindrical Coordinate System
25%
Relative Displacement
25%
Shaft Diameter
25%
Equilibrium Equations
25%
Characteristics Method
25%
24Model
25%
Hoek-Brown Failure Criterion
25%
Geological Strength Index
25%
Three-dimensional Strength
25%
Rock Mass Properties
25%
Constant Normal Stiffness Conditions
25%
New Analytical Solutions
25%
Engineering
Shear Resistance
100%
Rock Mass
100%
Inclination Angle
60%
Sidewall Roughness
40%
Field Test
20%
Model Test
20%
Parametric Study
20%
Side Wall
20%
Resistance Factor
20%
Chord Length
20%
Micromechanical Analysis
20%
Roughness Parameter
20%
Cylindrical Coordinate System
20%
Shaft Diameter
20%
Relative Displacement
20%
Intact Rock
20%
Brown Criterion
20%
Constant Normal Stiffness
20%
Compression Strength
20%
Compressive Strength
20%
Equilibrium Equation
20%
Method of Characteristics
20%
Shear Property
20%