Design and Construction of the Cofferdam Pile with GFRP Reinforced Concrete

Ming Lei Ma; Gui Ling Wang; Dong Mei Miao; Bao Yu Lian

doi:10.4028/www.scientific.net/AMR.671-674.437

Paper Titles

Experimental Analysis of Wall Consist of Straw Concrete Composite Board under the Action of Vertical Load
p.413

Experimental and Numerical Studies on the Joint of Special-Shaped Concrete-Filled Rectangular Composite Tubular Column with H-Shaped Beam
p.417

Experimental Investigation into the Effect of Spring-Settlement Support on Bearing Capacity of the Shallow-Buried Structure
p.424

Deflection Calculation on Reinforced Concrete Beams Strengthened by Externally Prestressing Transverse Tensioning Method
p.430

Design and Construction of the Cofferdam Pile with GFRP Reinforced Concrete
p.437

Dynamic Effects on a Pre-Stressed Multi-Story Plane Steel Frame Caused by Sudden Failure of a Cable
p.441

Effects of Web Height-Thickness Ratio on Longitudinal Residual Stresses of the Welded Monosymmetric I-Section
p.446

Equivalent Static Wind Loads on Low Rise Buildings
p.450

Experimental Research on Steel Bar Reinforced High-Strength Concrete Columns
p.454

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Design and Construction of the Cofferdam Pile with...

Design and Construction of the Cofferdam Pile with GFRP Reinforced Concrete

Abstract:

FRP (Fiber reinforced polymer) is a two-way designed material from both macro and micro design. Former design was carried out according to the structural design, and the micro design is the material design on fiber volume ratio and the resin types. FRP is eminent in civil engineering because of its high strength to weight ratio, durability prolongation, high stiffness to weight ratio and its fatigue resistance behaviors. Right now, lots of applications were found in offshore engineering, hydraulic engineering and railway engineering. This article focused on both design and construction of the FRP reinforcement with concrete, and a case study was provided from the Nanjing city by CCEED (China Construction Eighth Engineering Division).

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

437-440

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.437

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Online since:

March 2013

Authors:

Ming Lei Ma, Gui Ling Wang, Dong Mei Miao, Bao Yu Lian

Keywords:

Civil Engineering, Cofferdam Pile, Design, FRP, Subway Tunnel

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