Waiting Period for Closure Pours in Bridge Widening or Staged Construction
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616 (corresponding author).
2. Deputy Manager, International Engineering and Construction Corporation, Taipei, Taiwan.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000875
Reference14 articles.
1. ACI (American Concrete Institute). (1992). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI 209R-92 Farmington Hills MI.
2. Creep and shrinkage prediction model for analysis and design of concrete structures—Model B3;Bažant Z. P.;Mater. Struct.,1995
3. Short form of creep and shrinkage prediction model B3 for structures of medium sensitivity
4. Precast Bridge Deck Design Systems
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