Measurement of the Early-Age Coefficient of Thermal Expansion and Drying Shrinkage of Concrete Pavement

????????????????????? ??????????????? ????????????????????? ?????? ??????????????? ????????? ????????? ??????????????? ??????????????? ?????? ????????????. ????????? ?????? ??????????????? ????????????????????? ??????????????? ??? ???????????? ??????????????? ????????? ??? ?????? ????????? ???????????? ?????? ????????????. ????????????????????? ??????????????? ????????? ?????? ????????? ?????? ??? ????????? ??????. ????????? ??????????????? ??????????????????, ??? ????????? ????????? ??? ???????????? ????????? ?????? ???????????? ??????????????????. ?????????, ??????????????? ?????????????????? ??????????????? ??????????????? ??????????????? ?????? ????????? ????????? ??? ??? ??????. ??????????????? ?????????????????? ????????? ????????? ??????????????? ?????? ???????????? ?????? ?????????????????? ????????? ??????????????? ?????????????????? ????????? ????????? ?????? ??????. ??? ??????????????? ??????????????? ????????? ?????? ??????????????? ??????????????? ???????????? ?????? ??????. ??? ??????????????? ????????????????????? ?????? ????????? ????????? ??? ?????? ????????? ???????????? ?????????, ??????????????? ?????? ??????????????? ?????????????????? ???????????? ?????? ?????? ????????????????????? ?????? ?????? ????????????????????? ?????????????????? ?????? ???????????? ?????? ???????????? ??? ????????? ??? ??? ??????????????? ??????????????? ??? ????????? ?????????. ??? ???????????? ?????? ????????? ???????????? ?????? ??????????????? ??????????????? ?????? ????????? ?????? 8.9~10.8×10-6/??? ?????? ??????????????????, ??????????????? ??????????????? ????????? ????????? effect??? size effect??? ???????????? ????????? ???????????????. Quality control of the concrete pavement in the early stage of curing is very important because it has a conclusive effect on its life span. Therefore, examining and analyzing the initial behavior of concrete pavement must precede an alternative to control its initial behavior. There are largely two influential factors for the initial behavior of concrete pavement. One is the drying shrinkage, and the other is the heat generated by hydration and thermal change inside the pavement depending on the change in the atmospheric temperature. Thus, the coefficient of thermal expansion and drying shrinkage can be regarded as very important influential factors for the initial behavior of the concrete. It has been a general practice up until now to measure the coefficient of thermal expansion from completely cured concrete. This practice has an inherent limitation in that it does not give us the coefficient of thermal expansion at the initial stage of curing. Additionally, it has been difficult to obtain the measurement of drying shrinkage due to the time constraint. This research examined and analyzed the early drying shrinkage of the concrete and measurements of the thermal expansion coefficients to formulate a plan to control its initial behavior. Additionally, data values for the variables of influence were collected to develop a prediction model for the initial behavior of the concrete pavement and the verification of the proposed model. In this research, thermal expansion coefficients of the concrete in the initial stage of curing ranged between 8.9~10.8×10-6/??? Furthermore, the effects of the size and depth of the concrete on the drying shrinkage were analyzed and confirmed