Keyphrases
Hydrate-bearing Sand
100%
Full-flow Penetrometer
50%
Soil Skeleton
39%
Methane Hydrate-bearing Sediments
32%
Hydrate Formation
29%
Strain-softening Model
28%
Methane Hydrate-bearing Sand
28%
Geometric Modeling
28%
Granular Soil
28%
Resistance Factor
28%
Hydrate Saturation
28%
Penetration Testing
25%
Stress-dilatancy
24%
Pore Scale
24%
Methane Gas
22%
Cohesion
21%
Israel
21%
Full Flow
21%
Shear Strength
20%
Mechanical Behavior
20%
Penetrometer
19%
Strain Softening
19%
Undrained Shear Strength
19%
Analytical Solution
19%
Kinematic Response
17%
Mechanical Effect
17%
Gas Production
17%
Spatial Distribution
16%
T-bar Penetrometer
16%
Kinematics
16%
Rate Effect
16%
Methane Clathrate
15%
In Situ
15%
Soft Clay
14%
Steady-state Solution
14%
Strength Anisotropy
14%
Cohesive Soil
14%
Lateral Capacity
14%
Marine Gas Hydrate
14%
Hydrate Technology
14%
Gas Hydrate Exploration
14%
Multinational Cooperation
14%
Snake Locomotion
14%
Numerical Grid
14%
Slice Method
14%
Marine Material
14%
Soil Strength
14%
Geotechnical Behavior
14%
Logarithmic Law
14%
Water Base Fluid
14%
Engineering
Methane
61%
Experimental Result
53%
Microscale
50%
Undrained Shear Strength
42%
Test Result
41%
Dilatancy
35%
Model Parameter
30%
Shear Strength
29%
Resistance Factor
28%
Granular Soil
28%
Softening Model
28%
Hydrate Formation
27%
Penetration Resistance
26%
Macroscale
21%
Shear Strain
19%
Good Agreement
19%
Soil Condition
19%
Constant Rate
17%
Pore Space
16%
Spatial Distribution
16%
Streamlines
14%
Sand Type
14%
Cohesive Soil
14%
Pile Capacity
14%
Homogeneous Distribution
14%
Free Fall
14%
Field Test Result
14%
Characteristic Curve
14%
Penetration Velocity
14%
Logarithmic Law
14%
Angularity
14%
Percolation Theory
14%
Roundness
14%
Strength Degradation
14%
Failure Mechanism
14%
State Solution
14%
Enhanced Strain
14%
Plastic Flow
14%
Strain Rate
14%
Fluid Viscosity
14%
Penetration Depth
14%
Stress-Strain Curve
14%
Iterative Procedure
14%
Shear Rate
14%
Continuous Profile
14%
In Situ Stress
14%
Mechanical Response
14%
Borehole
14%
Geotechnical Application
14%
Displacement Rate
14%