摘要Experimental research is conducted to determine the long-age statistical parameters of road pavement properties such as flexural strength, flexural elastic modulus, compressive strength, and splitting strength after 18 months. Changes in regularity are analyzed, and the functional equations of the performance indices with the age of pavement concrete material are fitted. The differences in performance under the conditions of standard indoor curing and outdoor natural curing are then compared. The regularity of concrete strength varying with age, the relationship between flexural strength and splitting strength, and relationship between compressive strength and flexural strength are discussed. A comprehensive summary of the development rule of the long-age performance of road pavement concrete materials is performed. Finally, by analyzing the data of the ratio of compressive strength to flexural strength, it is recommended that controlling the flexural strength and water-cement ratio can reduce the brittleness of the concrete slab.
Abstract：Experimental research is conducted to determine the long-age statistical parameters of road pavement properties such as flexural strength, flexural elastic modulus, compressive strength, and splitting strength after 18 months. Changes in regularity are analyzed, and the functional equations of the performance indices with the age of pavement concrete material are fitted. The differences in performance under the conditions of standard indoor curing and outdoor natural curing are then compared. The regularity of concrete strength varying with age, the relationship between flexural strength and splitting strength, and relationship between compressive strength and flexural strength are discussed. A comprehensive summary of the development rule of the long-age performance of road pavement concrete materials is performed. Finally, by analyzing the data of the ratio of compressive strength to flexural strength, it is recommended that controlling the flexural strength and water-cement ratio can reduce the brittleness of the concrete slab.
基金资助:Supported by the Road and Transport R&D Project for Western Regions of China Commissioned by Ministry of Transport (No.200731822301-6)
通讯作者:
LIU Ying, y.liu@rioh.cn
E-mail: y.liu@rioh.cn
引用本文:
刘英, 田波, 王稷良. 水泥混凝土路面材料长龄期性能试验研究[J]. Journal of Highway and Transportation Research and Development, 2014, 8(2): 11-17.
LIU Ying, TIAN Bo, WANG Ji-liang. Test and Study on the Long-age Performance of Cement Concrete Pavement Material. Journal of Highway and Transportation Research and Development, 2014, 8(2): 11-17.
[1] WANG Tie-meng. Control of Cracks in Concrete Structures[M]. Beijing:China Architecture and Building Press, 1997. (in Chinese)
[2] LI Wen-wei, ZHENG Dan, CHEN Wen-yao. Long Age Performance Test of Dam Concrete of Three Gorges Project[J]. Water Power, 2009, 35(12):76-81. (in Chinese)
[3] OLUOKUN F A, BUEDETTE E G, DESTHENAGE J H. Splitting Tensile Strength and Compressive Strength Relationship at Early Ages[J]. ACI Material Journal, 1991, 88(2):115-121.
[4] SHANG Zhi-yuan, WANG Xuan-cang, WANG Ri-deng. High Flexural Strength of Pavement Concrete Flexural Modulus of Elasticity[J]. Highway, 2008(6):100-102. (in Chinese)
[5] SHANG Yun-Dong, WANG Wei. Study on Experiment of Curved-pulls Intensity and Elasticity Modulus of Pavement Concrete[J]. Communications Standardization, 2006(5):94-98. (in Chinese)
[6] AASHTO. Guide for Design of Pavement Structures[S]. Washington D.C.:American Association of State Highway and Transportation officials, 1993.
[7] JTG D40-2011, Specifications of Cement Concrete Pavement Design for Highway[S]. (in Chinese)
[8] JTG/T F30-2013, Technical Specifications for Construction of Highway Cement Concrete Pavement[S]. (in Chinese)
[9] CHEN Shuan-fa, TIAN Jia-xiao. Performance of Early Strength and Low Brittleness of Pavement Concrete[J]. Journal of Xi'an Highway University, 2000, 20(3):31-33. (in Chinese)
[10] ZHANG Rui-xian. Analysis on the Concrete Strength Character of High Performance Pavement[J]. Shanxi Architecture, 2008, 34(18):296-297. (in Chinese)
[11] HUANG Li-pin, LUO Su-rong. An Optimal Mix Design of High-grade Highway Concrete with High Bend-Press Ratio[J]. Journal of Wuhan University of Technology, 2008, 30(12):37-41. (in Chinese)
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2014, Vol. 8 
