Rapid-Construction Technique for Bridge Abutments Using Controlled Low-Strength Materials-Reference-Cited by-同舟云学术

Rapid-Construction Technique for Bridge Abutments Using Controlled Low-Strength Materials

Published:2014-02 Issue:1 Volume:28 Page:149-156
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Alizadeh Vahid¹,Helwany Sam²,Ghorbanpoor Al²,Oliva Michael³

Affiliation:

1. Ph.D. Candidate, Univ. of Wisconsin-Milwaukee, Milwaukee, WI 53201 (corresponding author).

2. Professor, Univ. of Wisconsin-Milwaukee, Milwaukee, WI 53201.

3. Professor, Univ. of Wisconsin-Madison, Madison, WI 53706.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000412

Reference10 articles.

1. American Concrete Institute (ACI). (1999). “Controlled low-strength materials (Reapproved 2005).” ACI 229R-99 ACI Committee 229 Detroit.

2. Cheng H. and Capers H. (2009). “Overnight delivery: New Jersey DOT rapid bridge replacement.” Proc. 25th U.S.-Japan Bridge Engineering Workshop Public Works Research Institute Tsukuba Japan 163–172.

3. Najafi F. T. and Tia M. (2004). “Use of accelerated flowable fill in pavement section.” Rep. Prepared for Florida DOT Univ. of Florida Gainesville FL.

4. Newman F. B. Rojas-Gonzalez L. F. and Knott D. L. (1993). “Implementation plan for design and use of flowable backfills by PennDOT for highway and bridge construction.” Rep. No. FHWA-PA-91-007+90-12 Federal Highway Administration (FHWA) Washington DC.

5. Schmitz M. E. Parsons R. L. Ramirez G. and Zhao Y. (2004). “Use of controlled low-strength material as abutment backfill.” Rep. No. K-TRAN: KU-02-6 Kansas DOT Topeka KS.

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