Search
Now showing items 1-5 of 5
Behavior of Piles under Different Installation Effects by Physical Modeling
Publisher: American Society of Civil Engineers
Abstract: Many factors influence the axial bearing capacity and performance of deep foundations embedded in sand deposits. Among these factors, the installation method is of great importance. The objective of this study was to ...
Performance of GFRP-Reinforced Concrete Beams Subjected to High-Sustained Load and Natural Aging for 10 Years
Publisher: ASCE
Abstract: The long-term performance of glass fiber-reinforced polymer (GFRP) bars under high levels of sustained load combined with real field conditioning has not yet been thoroughly investigated. Our experimental investigation ...
Laboratory and Field Study of Construction and Demolition Waste for Roller-Compacted Concrete Pavement
Publisher: American Society of Civil Engineers
Abstract: A high number of old buildings are currently being demolished and also volumes of waste are produced every year. The aggregates obtained from construction and demolition waste (CDW) can be exploited as a renewable resource ...
Experimental and Analytical Study on Precast High-Strength Concrete Tunnel Lining Segments Reinforced with GFRP Bars
Publisher: ASCE
Abstract: Replacing steel reinforcement with glass fiber-reinforced polymer (GFRP) reinforcement is an effective solution to avoid the corrosion problem in precast concrete tunnel-lining (PCTL) segments. In addition, using high-strength ...
Pile Shaft Capacity from Cone Penetration Test Records Considering Scale Effects
Publisher: ASCE
Abstract: The cone penetration test (CPT) is used as a complementary approach for determining the bearing capacity of piles. Via direct CPT methods for pile capacity prediction, correlation coefficients smaller than unity are used ...
CSV
RIS