Keyphrases
Resilient Modulus
82%
Soil Suction
66%
Temperature Effect
53%
Subgrade Soil
53%
Repeated Loading
52%
Blast Furnace Slag
50%
Cohesive Subgrade Soil
49%
Bentonite
45%
Matric Suction
41%
Low-level Radioactive Waste
39%
Taiwan
39%
Pavement
39%
Silica Fume
37%
Flexible Pavement
37%
Buffer Material
37%
Fly Ash
36%
Binder
35%
Near-field
34%
Cement-fly Ash
34%
Plastic Strain
33%
Moisture Content
32%
Clay
30%
Portland Cement
30%
Durability Analysis
29%
Grouting
29%
Alkali Activation
29%
Barrier System
29%
Swelling Behavior
29%
Numerical Modeling
29%
Spent nuclear Fuel
29%
Deep Geological Repository
29%
Reactive Powder Concrete
29%
Cohesive Soil
27%
Organic Fiber
26%
Water Content
25%
PH Value
24%
Concrete Materials
23%
Engineered Cementitious Composites
22%
Suction
22%
Paving Materials
21%
Swelling Strain
20%
Rutting Damage
20%
Compaction Condition
20%
Deviator Stress
19%
Deep Geologic Repository
19%
Field Environment
19%
Clayey Soil
19%
Compacted Bentonite
18%
Resilient Modulus Test
18%
Ca-bentonite
17%
Engineering
Subgrade
100%
Resilient Modulus
82%
Pavement
80%
Soil Suction
63%
Repeated Loading
52%
Blast Furnace Slag
49%
Silica Fume
41%
Experimental Result
38%
Plastic Strain
33%
Transients
33%
Sulfate Attack
32%
Geological Repositories
29%
Grout
29%
Durability Analysis
29%
Numerical Modeling
29%
Hydration Product
28%
Moisture Content
28%
Cohesive Soil
27%
Portland Cement
26%
Circulating Fluidized Bed
24%
Organic Fibre
23%
Matric Suction
22%
Swelling Strain
22%
Spent Nuclear Fuel
22%
Swelling Behavior
22%
Design Engineering
22%
Engineered Cementitious Composite
22%
Compressive Strength
22%
Compression Strength
22%
Concrete (Composite Building Material)
21%
Barrier Material
19%
Concrete Specimen
19%
Mechanical Property
18%
Compressibility
17%
Activator
16%
Test Result
15%
Backfill Material
15%
Cement Paste
15%
Finite Element Analysis
15%
Clay Soil
14%
Ground Surface
14%
Chloride Profile
14%
Compaction Characteristic
14%
Indirect Method
14%
Plastic Deformation
14%
Nuclear Magnetic Resonance
14%
Combined Effect
14%
Friction Force
14%
Load Cell
14%
Cement Mortar
14%