Experimental study on the performance of approach slabs under deteriorating soil washout conditions

Keyphrases

• Approach Slab 100%
• Steel Reinforcement 50%
• Truckload 33%
• Satisfactory Performance 16%
• Concrete Mix 16%
• Double Layer 16%
• Smooth Transition 16%
• Heavy Traffic 16%
• Design Practice 16%
• Fiber Reinforced Polymer 16%
• Load Test 16%
• Full-size 16%
• Stiffness Characteristics 16%
• End Rotation 16%
• Bridge Design 16%
• AASHTO 16%
• Ordinary Steel 16%
• Crack Control 16%
• Deformation Pattern 16%
• Filling Material 16%
• Pultruded 16%
• Glass Fiber Reinforced Polymer Rebar 16%
• Approach Embankments 16%
• Polymer Gratings 16%
• Small Deflection 16%
• Void Growth 16%
• Bridge Deck 16%
• Bridge Approach 16%
• Polyvinyl Alcohol Fiber 16%
• Embankment Settlement 16%
• Crack Pattern 16%
• Test Matrix 16%
• Paper Performance 16%
• Transverse Steel 16%
• Fibre Reinforced Concrete Slab 16%
• Concrete Removal 16%
• Slab Damage 16%
• Highway Pavement 16%

Engineering

• Steel Reinforcement 100%
• Fiber-Reinforced Polymer 66%
• Concrete Mix 33%
• Double Layer 33%
• Steel Rebar 33%
• Bridge Design 33%
• Fiber-Reinforced Concrete 33%
• Reinforced Concrete Slab 33%
• Fill Material 33%
• Bridge Approaches 33%
• Void Growth 33%
• Concrete Removal 33%
• Embankment Settlement 33%
• Bridge Decks 33%