INIS
asphalts
100%
rubbers
78%
roads
68%
performance
65%
pavements
51%
mixtures
40%
cities
27%
levels
27%
indonesia
27%
wastes
25%
additives
23%
people
22%
communities
21%
deformation
20%
safety
19%
surfaces
18%
tires
18%
data
18%
values
17%
construction
17%
vehicles
17%
wheels
16%
trains
16%
design
16%
cost
15%
maintenance
15%
environment
15%
investigations
13%
zeolites
13%
indicators
13%
evaluation
13%
water
12%
implementation
12%
passengers
12%
drainage
12%
buses
12%
space
11%
dynamics
10%
oils
10%
layers
9%
operation
9%
modeling
9%
equations
9%
speed
8%
engines
8%
correlations
8%
accidents
8%
capacity
8%
mapping
8%
laboratories
8%
Keyphrases
Crumb Rubber
60%
Indonesia
50%
Asphalt
40%
Asphalt Mixture
37%
Hot Mix Asphalt
36%
Natural Asphalt
30%
Buton
26%
Warm Mix Asphalt
25%
Jakarta
24%
Skid Resistance
22%
Transit-oriented Development
20%
Depok
19%
Resilient Modulus
18%
Reclaimed Asphalt Pavement
18%
Asphalt Concrete
18%
Asphalt Rubber
18%
Road Maintenance
17%
Wheel Tracking Test
16%
Pedestrian
16%
Road Surface
16%
Asphalt Concrete Wearing Course
16%
Zeolite
15%
Tangerang
14%
Gap-graded
14%
Permanent Deformation
14%
Service Level
14%
Bitumen
13%
Ciliwung
12%
Drainage Condition
12%
Pavement Condition Evaluation
12%
Development Area
11%
Asbuton
10%
Modified Asphalt
10%
Surface Layer
9%
Temperature Variation
9%
Greater Jakarta
9%
Hot Mix Asphalt Pavement
9%
LRT Station
9%
Road Infrastructure
9%
Road Performance
9%
Buton Rock Asphalt
8%
Place Attachment
8%
Hot Mix
8%
Laboratory Investigation
8%
Rutting Performance
8%
Pavement Performance
8%
Light Rail Transit
8%
Train Station
8%
Bus Rapid Transit
8%
South Jakarta
8%
Engineering
Road
67%
Rubber Crumb
56%
Pavement
43%
Asphalt Mixture
39%
Asphalt Concrete
32%
Skid Resistance
26%
Road Surface
21%
Asphalt Pavements
21%
Warm Mix Asphalt
20%
Resilient Modulus
14%
Reclaimed Asphalt Pavement
12%
Temperature Change
12%
Phase Composition
11%
Permanent Deformation
10%
Service Level
9%
Railway
9%
Asphalt Content
9%
Diesel Engine
9%
Surface Layers
9%
Station Design
8%
Pavement Performance
8%
Test Result
7%
Added Material
7%
Rheology
7%
Compression Strength
6%
Compressive Strength
6%
Axle Load
6%
Recycled Aggregate
6%
Limitations
6%
Recycling Process
6%
Asphalt Concrete Mixture
5%
Sustainable Development
5%
Test Method
5%
Rubber Waste
5%
Life-Cycle Cost Analysis
5%
Toll Highways
5%
Service Life
5%