Case Study-Based Challenges of Quality Concrete Finishing for Architecturally Complex Structures-Reference-Cited by-同舟云学术

Case Study-Based Challenges of Quality Concrete Finishing for Architecturally Complex Structures

Published:2007-03 Issue:3 Volume:133 Page:208-216
ISSN:0733-9364
Container-title:Journal of Construction Engineering and Management
language:en
Short-container-title:J. Constr. Eng. Manage.

Author:

Manrique Juan D.¹²³⁴,Al-Hussein Mohamed¹²³⁴,Telyas Avi¹²³⁴,Funston Geoff¹²³⁴

Affiliation:

1. MSc Student and Research Assistant, Dept. of Civil and Environmental Engineering, Hole School of Construction, 1-080 Markin/CNRL Natural Resources Engineering Facility, The Univ. of Alberta, Edmonton AB, Canada T6G 2W2.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Hole School of Construction, 3-011 Markin/CNRL Natural Resources Engineering Facility, The Univ. of Alberta, Edmonton AB, Canada T6G 2W2.

3. President, Seaview LLC Development Corp., General Builder and Contractor, Old Westbury, NY 11568.

4. Construction Manager, Seaview Development Corp. LLC Corp., Old Westbury, NY 11568.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Strategy and Management,Industrial relations,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9364%282007%29133%3A3%28208%29

Reference19 articles.

1. ASTM. (1996). “Standard test method for determining FF floor flatness and FL floor levelness numbers.” ASTM E 1155-96. West Conshohocken Pa. 1–8.

2. Canadian Precast Prestressed Concrete Institute (CPCI). (2003). “Benefits and advantages.” ⟨http://www.cpci.ca⟩ (March 17 2006).

3. A housing kit for mass housing;Chithanranjan N.;Indian Concrete J.,1998

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