Keyphrases
Filled Rock Joint
83%
Geotechnical Centrifuge
80%
High Mountains
75%
Rice Husk Ash
66%
Ash Properties
66%
Shear Strength
66%
Rockfall
66%
Rock Slope
58%
Permafrost
50%
Barton
41%
Response Time
41%
Chalk Aquifer
41%
Unsaturated Zone
41%
Silica
38%
Monopile Foundation
33%
Roman Concrete
33%
Residual Strength
33%
Cost-effective Design
33%
Artificial Rock Joint
33%
Offshore Wind Turbine
33%
Synthetic Samples
33%
Material Porosity
33%
Concrete Durability
33%
Circular Web Opening
33%
Long-term Strength
33%
Mortar Strength
33%
Gravitational Force
33%
Resistence
33%
Permafrost Rocks
33%
Aquifer Response
33%
TDR Sensor
33%
Centrifuge Permeameter
33%
Centrifuge Modelling
33%
Water Content Monitoring
33%
Resistivity Probe
33%
Response Process
33%
Brighton
33%
Web Opening
33%
Mechanical Model
33%
Foundation System
33%
Reinforced Concrete Beam
33%
Sand
33%
Direct Shear Test
33%
Concrete Strength
33%
Slope Stability
33%
Replacement Rate
33%
Sand Samples
33%
Flow Process
33%
Hydraulic Properties
33%
South East England
33%
Engineering
Centrifuge
100%
Porosity
77%
Rice Husk Ash
66%
Joints (Structural Components)
66%
Silicon Dioxide
35%
Monopile Foundation
33%
Offshore Wind Turbines
33%
Offshore Pile
33%
Electrode Array
33%
Data Show
33%
Processing Technique
33%
Bearing Capacity
33%
Bearing Plate
33%
Ordinary Portland Cement
33%
Lateral Loads
33%
Reinforced Concrete Beam
33%
Gravity Condition
33%
Term Strength
33%
Air System
33%
Shear Zone
22%
Depth Ratio
22%
Effective Depth
22%
Shear Span
22%
Rock Slope
16%
Uniaxial Compressive Strength
16%
Pore Space
16%
Compression Strength
15%
Compressive Strength
15%
Replacement Level
13%
Strength Performance
11%
Splitting Tensile Strength
11%
Fresh Concrete
11%
Durability Performance
11%
Ion Penetration
11%
Critical Load
11%
Structural Strength
11%
Structural Performance
11%
Critical Location
11%
Portland Cement Concrete
11%
Superplasticizer
11%
Test Result
11%
Constant Value
11%
Ultimate Strength
11%
Ignition
11%
Shear Property
11%
Rock Slope Stability
8%
Life Cost
8%
Portland Cement
8%
Rock Mass
8%
Carbon Footprint
8%
Earth and Planetary Sciences
Rock Joint
100%
High Mountain
75%
Shear Strength
66%
Centrifuge
58%
Shear Test
41%
Vadose Zone
40%
England
40%
Destabilization
33%
Time Domain Reflectometry
33%
Slope Stability
33%
Hydraulic Property
33%
Data Transmission
33%
Residual Strength
33%
Slope Failure
25%
Hydraulic Conductivity
18%
Rock Slope Stability
16%
Pulverized Fuel Ash
16%
Rock Avalanche
16%
Nonaqueous Phase Liquid
16%
European Commission
16%
Volcanic Ash
16%
Sodium Chloride
16%
Carbon Footprint
16%
Frozen Ground
16%
Mountain Range
16%
Debris Flow
16%
Surface Roughness
16%
Water Pressure
13%
Pressure Sensor
13%
Soil Moisture
13%
Wet Season
11%
Failure Mode
8%
Ductile Deformation
8%
Fracture Strength
8%
Rock Fracture
8%
Tensile Strength
8%
Fracturing
8%
Alpine Environment
8%
Ice Mechanics
8%
Ice Environment
8%
Fracture Propagation
8%
Rock Mechanics
8%
Compressive Strength
8%
Centrifugal Force
6%
Reflectometry
6%
Monitoring Data
6%
Water Flow
6%
Matric Potential
6%
Dry Season
5%
Water Table
5%
