Influence of Concrete Time-Dependent Effects on the Performance of Top-Down Construction

Author:

Arboleda-Monsalve Luis G.1,Finno Richard J.2

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Construction Engineering Management, California State Univ., Long Beach, CA 90840 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference23 articles.

1. AASHTO. (2010). AASHTO-LRFD bridge design specifications with 2010 interim revisions 5th Ed. Washington DC.

2. ACI (American Concrete Institute). (1992). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI Committee 209 Standard ACI 209R-92 Farmington Hills MI.

3. Arboleda-Monsalve L. G. (2014). “Performance instrumentation and numerical simulation of one Museum Park west excavation.” Ph.D. thesis Northwestern Univ. Evanston IL.

4. Dirichlet series creep function for aging concrete;Bazant Z. P.;J. Eng. Mech.,1973

5. Blackburn J. T. (2005). “Automated remote sensing and three-dimensional analysis of internally braced excavations.” Ph.D. thesis Northwestern Univ. Evanston IL.

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