Keyphrases
Failure Mode
70%
Transversely Isotropic Rock
60%
Numerical Simulation
54%
Mechanical Behavior
44%
Failure Criterion
43%
Bimrock
42%
Fracture Intensity
41%
Analytical Solution
39%
Layered Rock
38%
Mechanical Properties
34%
Sand-bentonite Mixture
31%
Intensity Estimation
31%
Bentonite Block
30%
Volume Fraction
29%
Failure Process
28%
Wall Friction
28%
Rock Mass
27%
Sandstone
26%
Compaction Characteristics
25%
Friction
25%
Fragility Curves
25%
Chi-Chi
25%
Taiwan Earthquake
25%
Volumetric Fraction
25%
Pressure Characteristics
25%
Failure Mechanism
25%
Pore Water Pressure
25%
Inclination Angle
24%
Bentonite
23%
Dip Angle
23%
Micromechanical Modeling
23%
Brazilian Test
23%
Young's Modulus
23%
Human Fatalities
22%
Building Damage
22%
Friction Force
20%
Isotropic Rock Mass
20%
Process Mode
19%
Case Fatality Rate
19%
Compaction Curve
19%
Micromechanics
19%
Rock Specimen
18%
Compressibility Curve
17%
Fractured Rock Mass
17%
Building Type
17%
Cracking Failure
17%
Loading Conditions
17%
Representative Elementary Volume
15%
Poisson's Ratio
14%
Uniaxial Compressive Strength
14%
Engineering
Failure Mode
100%
Rock Mass
83%
Failure Criterion
42%
Experimental Result
39%
Friction Force
31%
Failure Process
30%
Inclination Angle
29%
Compaction Characteristic
25%
Fragility Curves
25%
Micromechanical Model
25%
Scanlines
25%
Compressibility
25%
Failure Mechanism
25%
Pore Water Pressure
25%
Human Fatality
25%
Young's Modulus
25%
Anisotropic
23%
Joints (Structural Components)
22%
Crack Propagation
22%
One Dimensional
21%
Dip Angle
20%
Simulation Result
19%
Poisson Ratio
19%
Fractured Rock Mass
18%
Uniaxial Compressive Strength
18%
Confining Pressure
17%
Building Type
17%
Applicability
16%
Aspect Ratio
15%
Elementary Volume
15%
Tensiles
14%
Experimental Investigation
12%
Rock Matrix
12%
Robust Design
12%
Indirect Method
12%
Micromechanical Analysis
12%
Sampling Window
12%
Micromechanics
12%
Model Fidelity
12%
Failure Theory
12%
Coulomb Type
12%
Fatigue Behavior
12%
Anisotropic Rock
12%
Load Condition
12%
Induced Settlement
12%
Rock Slope
12%
Isotropic Layer
12%
Direct Shear Test
12%
Shear Property
12%
Compaction Property
12%