Concrete pavement temperature prediction and case studies with the FHWA HIPERPAV models-Reference-Cited by-同舟云学术

Concrete pavement temperature prediction and case studies with the FHWA HIPERPAV models

Published:2004-07 Issue:5 Volume:26 Page:463-471
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Schindler A.K.,Ruiz J.M.,Rasmussen R.O.,Chang G.K.,Wathne L.G.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference14 articles.

1. McCullough BF, Rasmussen RO. Fast track paving: concrete temperature control and traffic opening criteria for bonded concrete overlays. Task G, Final Report, FHWA, US Department of Transportation; 1998

2. Chapter 5: The maturity method;Carino,1991

3. ACI 305. Hot weather concreting––ACI 305R-99. Farmington Hills, Michigan: American Concrete Institute; 1999

4. Yu HT, Khazanovich L, Darter MI, Ardani A. Analysis of concrete pavement responses to temperature and wheel loads measured from instrumented slabs. Transportation Research Record No. 1639; 1998. p. 94–101

5. Ruiz JM, Schindler AK, Rasmussen RO, Kim PJ, Chang GK. Concrete temperature modeling and strength prediction using maturity concepts in the FHWA HIPERPAV software. Proceedings of the seventh international conference on concrete pavements, September 2001, Orlando, Florida. p. 9–13

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