Keyphrases
Acoustic Emission
79%
Sandstone
51%
Microcracks
46%
Process Zone
44%
Shear Band
30%
Berea Sandstone
29%
Digital Image Correlation
29%
Size Effect
28%
Plane Strain Compression
25%
Damage Zone
25%
Crack Propagation
24%
Asphalt Mixture
22%
Quasi-brittle Materials
21%
Plane Strain
21%
Peak Load
20%
Charcoal
20%
Tensile Fracture
19%
Peak Stress
19%
Failure Surface
18%
Friction Angle
16%
Failure Criterion
15%
Plane Strain Compression Test
14%
Fracture Process Zone
14%
Rock-like
13%
Bulk Modulus
13%
Surface Instability
13%
Mohr-Coulomb Criterion
13%
Tensile Strength
13%
Electronic Speckle Pattern Interferometry
13%
Displacement Discontinuity
13%
Fracture Test
12%
Tensile Test
12%
Intermediate Stress
12%
Free Surface
12%
Strength Test
12%
Uniaxial Compression
11%
Failure Process
11%
Displacement Field
11%
Fluid-saturated
11%
Platen
11%
Axial Displacement
11%
Fracture Toughness
11%
Material Parameters
11%
Loading Conditions
11%
Mohr-Coulomb
11%
Earth Pressure Cell
11%
Mixed-mode Fracture
11%
Acoustic Emission Events
10%
Spalling
10%
Fracture Initiation
10%
Engineering
Acoustic Emission
100%
Process Zone
51%
Tensiles
37%
Digital Image Correlation
31%
Plane Strain Compression
30%
Size Effect
28%
Damage Zone
26%
Plane Strain
24%
Failure Criterion
24%
Shear Band
22%
Ultimate Tensile Strength
22%
Asphalt Mixture
22%
Peak Load
21%
Microcracking
21%
Porosity
20%
Quasi-Brittle Material
20%
Brittleness
20%
Friction Angle
19%
Failure Surface
18%
Peak Stress
18%
Crack Propagation
17%
Bulk Modulus
15%
Low-Temperature
14%
Mixed Mode
13%
Electronic Speckle Pattern Interferometry
13%
Displacement Field
13%
Two Dimensional
13%
Free Surface
13%
Compression Tests
13%
Tensor Moment
13%
Fracture Strength
13%
Mohr-Coulomb Failure
13%
Poisson Ratio
12%
Material Parameter
12%
Loading Condition
11%
Failure Process
11%
Young's Modulus
11%
Retaining Walls
11%
Complex Variable
11%
Displacement Response
10%
Fracture Initiation
10%
Earth Pressure Cell
10%
Axial Stress
9%
Effective Property
9%
Mode I Fracture
9%
Mixed Mode Fracture
9%
Lateral Displacement
9%
Intermediate Principal Stress
9%
Fluid Statics
9%
Good Agreement
9%