Portable Pressure Device to Evaluate Lateral Formwork Pressure Exerted by Fresh Concrete

Author:

Omran Ahmed F.1,Khayat Kamal H.2

Affiliation:

1. Research Professional, Département de Génie Civil, Université de Sherbrooke, 2500 Blvd. de l’Université, Sherbrooke, QC, Canada J1K 2R1; and Assistant Professor, Univ. of Minoufiya, Egypt (corresponding author).

2. Professor of Civil Engineering, Missouri Univ. of Science and Technology, 224 Engineering Research Laboratory, 500 W. 16th St., Rolla, MO 65409-0710; and Département de Génie Civil, Université de Sherbrooke, 2500 Blvd. de l’Université, Sherbrooke, QC, Canada J1K 2R1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. American Concrete Institute (ACI). (2004). “Guide to formwork for concrete.” ACI Committee 347R-03 American Concrete Institute Farmington Hills MI 32.

2. Andreas L. and Cathleen H. (2003). “Pressure of self-compacting concrete on the formwork.” Proc. 3rd Int. RILEM Symp. on Self-Compacting Concrete O. Wallevik and I. Nielsson eds. RILEM Publications S.A.R.L. France 288–295.

3. Maturation of fresh cement paste within 1- to 10-m-large formworks

4. Effects of formwork surface materials on concrete lateral pressure

5. Variations of lateral and pore water pressure of self-consolidating concrete at early age;Assaad J.;ACI Mater. J.,2004

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