Table of Contents
SP-280-01: Application of Ultrasonic Pulse Velocity in Predicting the Permeability of Concrete in Service
by Meghdad Hoseini & Vivek Bindiganavile
SP-280-02: Towards Elaboration of design criteria at serviceability for fiber reinforced concrete structures
by Clélia Desmettre & Jean-Philippe Charron
SP-280-03: Simulated Shrinkage Cracking in The Presence of Alkali Resistant Glass Fibers
by Mehdi Bakhshi & Barzin Mobasher
SP-280-04: Influence of Self-Fibrillating Macro-Synthetic Fiber Reinforcement on the Chloride Penetration Resistance of Normal and Self-Consolidating Concrete
by Dean Forgeron, Joshua Brown, & Omer Alkailani
SP-280-05: Long–term behavior of cracked SFRC elements exposed to chloride solutions
by Nicola Buratti, Claudio Mazzotti, & Marco Savoia
SP-280-06: Crack control in RC elements with fiber reinforcement
by Fausto Minelli, Giuseppe Tiberti, & Giovanni Plizzari
SP-280-07: Implementation of High-Performance Fiber Reinforced Concrete Coupling Beams in High-Rise Core-Wall Structures
by Rémy Lequesne, Monthian Setkit, Cary Kopczynski, Joe Ferzli, Min-Yuan Cheng, Gustavo Parra-Montesinos, & James K. Wight
SP-280-08: A Review of the Durability of Glass Fiber Reinforced Concrete (GFRC), Design, and Applications
by John Jones
SP-280-09: Case Study: Ultra High Performance Concrete with Steel Fibers for the Route 624 Bridge in Virginia
by Celik Ozyildirim
SP-280-10: The Suspended Foundation Slab of the SWEDBANK ARENA in Stockholm (Sweden): 16,000 m3 (21,000 cu yd) of Steel Fiber Reinforced Concrete
by Xavier Destrée, Hans Oscarsson, & Mats Pettersson