Keyphrases
Drilled Shafts
70%
Socket
52%
In Situ
51%
Weak Rock
50%
Load Test
48%
Rock Mass
48%
Rock Socket
48%
Soft Rock
45%
Side Resistance
40%
Serpentinized Harzburgites
40%
Unconfined Compressive Strength
34%
Brittle Rock
28%
Tensile Fracture
28%
Sedimentary Rocks
27%
Probabilistic Model
27%
Soft Rock Mass
24%
Limit State
24%
State Approach
24%
Fluid-saturated
24%
Crystalline Rocks
24%
Permeability Measurement
24%
Tensile Strength
23%
Terzaghi
23%
Sidewall
23%
Hydro-mechanical Properties
21%
Deformation Modulus
21%
Rock Mass Properties
20%
Bulk Modulus
20%
Crack Propagation
20%
Reliability Analysis
19%
Shaft Load
19%
Resistance Factor
18%
Point Load Test
18%
Biot Coefficient
18%
Load Test Database
17%
Microcracks
17%
Sandstone
17%
Bayesian Approach
17%
Mean Effective Stress
16%
Plate Load Test
16%
Normal Stiffness
16%
Axial Load Test
16%
Digital Image Correlation
16%
Base Resistance
16%
Large Specimen
15%
Mudstone
15%
Acoustic Emission
15%
Weak Rock Mass
15%
Compressive Deformation
14%
Rock Type
14%
Engineering
Load Test
100%
Rock Mass
87%
Compressive Strength
39%
Compression Strength
39%
Side Wall
28%
Acoustic Emission
28%
Ultimate Tensile Strength
28%
Model Parameter
26%
Bayesian Approach
24%
Shear Stiffness
24%
Tensiles
24%
Limit State
24%
Bulk Modulus
24%
Test Data
23%
Reliability Analysis
23%
Displacement Relationship
22%
Digital Image Correlation
20%
Resistance Factor
19%
Fluid Pressure
18%
Effective Mean
18%
Porosity
18%
Axial Load
16%
Load Transfer
16%
Friction Angle
16%
Compressive Deformation
15%
Failure Criterion
15%
Intact Rock
15%
Point Load
15%
Bayes Estimator
14%
Mudstone
14%
Failure Mechanism
13%
Contact Pressure
12%
Rock Type
12%
Crack Opening
12%
Critical Crack
12%
Strain Gage
12%
Argillaceous Rock
12%
Standard Penetration Test
12%
Transfer Function
12%
Displacement Response
12%
Empirical Model
12%
Microcracking
12%
Linear Elastic Fracture Mechanic
12%
Material Parameter
12%
Fracture Initiation
12%
Volumetric Strain
12%
Correction Term
12%
System Volume
12%
Rock Strength
12%
Reservoir Core
12%