Effects of Construction Conditions on Built-In Temperature Gradient of Concrete Pavement: A Numerical Study

Author:

Quan Lei1,Tian Bo1,Feng De Cheng1,Li Xin Kai1

Affiliation:

1. Harbin Institute of Technology

Abstract

The built-in temperature gradient of concrete pavement formed during hardening period caused by various construction conditions will permanently exist in the pavement, which will have significant influence on the service behavior of concrete pavement. However, it’s still not involved in the current Specifications of Cement Concrete Pavement Design for Highway in China. In this paper, a user subroutine based on the ABAQUS code was developed to simulate the effects of weather condition, paving time, curing method, raw material temperature on built-in temperature gradient. The analyses indicate that these factors always produce obvious positive gradient in the slab and the influences of the first three aspects are obvious and the paving temperature of mixture has limited effect on the increasing of the final set temperature gradient. Furthermore, built-in temperature gradient is proposed as an index to evaluate the influences of various construction factors and optimize construction measures.

Publisher

Trans Tech Publications, Ltd.

Reference16 articles.

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4. Zollinger, D. G., and Barenberg, E. J. ~1989!. Proposed mechanistic based design procedure for jointed concrete pavements., Illinois Cooperative Highway Research Program Project IHR-518, Univ. of Illionis, Urbana, Ill.

5. Darter, M., Khazanovich, L., Snyder, M., Rao, S., and Hallin, J. (2001). Development and calibration of a mechanistic design procedure for jointed plain concrete pavements., Proc., 7th Int. Conf. on Concrete Pavements, Orlando, Fla.

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