Keyphrases
Apartment
20%
Bending Moment
20%
Building Maintenance
20%
Business Process
20%
California Bearing Ratio
20%
Centrifuge Modelling
20%
Clay
20%
Clay Shale
82%
Construction Companies
41%
Construction Workers
20%
Cost Estimation
20%
Deep Discount Project Bonds
20%
Determination Strategy
20%
Drucker-Prager Criterion
20%
Embankment Material
20%
Factoring Problem
41%
Firm Performance
41%
Government Building
74%
Government Structure
20%
Green Building
41%
Guidlines
20%
Hybrid Model
20%
Indonesia
100%
Interface Shear Strength
41%
Laterally Loaded pile Groups
20%
Laterite
20%
Lessons Learned
20%
Maintenance Work
20%
Material Model
20%
Material Specification
37%
Order Determination
20%
Propylene Glycol
41%
Quality Management System
20%
Repair Work
20%
Risk Factors
20%
Risky Driving
41%
Shear Strength Test
20%
Slope Stability
24%
Smoothed Particle Hydrodynamics
20%
Soil Behavior
20%
Soil Cohesion
20%
Soil Improvement
20%
Soil Materials
27%
Solid-solid Interface
20%
Stadium Buildings
20%
Standard Costs
20%
Standard Operating Procedures
20%
Standardized Work
20%
Toll Road
33%
Work Breakdown Structure
62%
Engineering
Alternative Material
20%
Anchors
20%
Bending Moment
10%
Building Construction
20%
Building Maintenance
20%
Construction Process
24%
Construction Work
15%
Cost Estimation
20%
Direct Shear Test
22%
Drying Cycle
10%
Drying Method
10%
Enzymatic Activity
20%
Factor of Safety
17%
Failure Criterion
20%
Finite Element Method
23%
Friction Angle
35%
Green Building
41%
Horizontal Drain
20%
Hydrodynamics
20%
Increase Strength
20%
Initial Value
20%
Interface Layer
17%
Interface Shear Strength
62%
Interlayer
20%
Internals
41%
Laterite Soil
20%
Material Model
20%
Mechanical Component
20%
Microbial
20%
Negative Impact
20%
Optical Density
20%
Optimum Water Content
31%
Overburden
44%
Performance Indicator
13%
Pile Group
20%
Quality Management System
20%
Repair Work
20%
Shear Behavior
17%
Slope Failure
10%
Slope Stability
44%
Soil Mix
20%
Soil Surface
10%
Spare Part
20%
Stability Analysis
20%
Stadiums
41%
Standard Operating Procedure
20%
Strength Degradation
20%
Stress Ratio
24%
Testing Method
20%
Work Breakdown Structure
82%
