The Structure Design of Continuously Reinforced Concrete Pavement in Shi Ji Road

Abstract:

At junction of Heng dong Count Shi Ji Road and Zang Qing Road, its subgrade soil is almost miscellaneous fill. Based on the analysis of the basic characteristics of miscellaneous fill subgrade and the local climate and traffic load, we apply the Dynamic compaction method consolidate to the Miscellaneous fill foundation and replace the conventional road with continuous reinforced concrete pavement (CRCP). This paper provides the Continuous reinforced pavement design method and a reference for similar projects.

• Periodical: Applied Mechanics and Materials (Volumes 670-671)
• Pages: 417-422
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.670-671.417
• Online since: October 2014
• Authors: Ming Hui Zhou*, Jian Ming Yang, Ming Zheng
• Keywords: CRCP, Miscellaneous Fill, Reinforcement Designs

References

[1] CCCC highway planning and design institute co, LTD Highway cement concrete pavement Meter specification JTGD 40-2012 [S]. Beijing, people's traffic presss.

[2] Ministry of Railways of the People's Republic of China. Code for soil test of Railway Engineering (TB10102-2010) [S] Beijing, Chinese Railway Publishing House, (2010).

[3] The ministry of communications highway science institute . Technical Specifications for Construction of Highway Cement Concrete Pavements (JTGF30-2003) [S]. Beijing, China Communications Press, (2010).

[4] JOHNSTON D, SURDAHL R W. Effects of Design and Material Modifications on Early Cracking of continuously Reinforced Concrete Pavements in Sonth Dakota.

DOI: 10.3141/2081-11

[4] Transportation Research Record, 2008, 2081: 103-109.

[5] ZuoZhiWu, hong-liang chen jiang. Continuously reinforced concrete pavement performance parameters of the influence of the test [J]. Journal of chang 'an university: natural science edition, 2010, 30 (1).

[6] Li Cheng, zhao-hui liu, yu-zhi li. Continuous reinforced concrete pavement longitudinal reinforcement method analysis [J]. China journal of highway: (2013).

[7] Cheng Haiwei. Continuous reinforcement highway cement concrete pavement construction technology [J]. Journal of transportation science and technology, (2013).

[8] ZHANG H, WANG Y. Measurement and Analysis of Early-age Strain and Stress in Continuously Reinforced Concrete Pavement [J]. International Journal of Pavement Research and Technology ，2011, 4 (2): 89-96.

[9] WON M C. Continuously Reinforced Concrete Pavement: Identification of Distress Mechanisms and Improvement of Mechanistic empirical Design Procedures [J]. Transportation Research Record，2011，2226: 51-59.

DOI: 10.3141/2226-06

[10] Kim S．- M．，Won M． C. ，McCullough B.F. Mechanistic modeling of continuously reinforced concrete pavement. ACI Structural Joumal, 2003, 100 ( 5) : 674 ～ 682.

DOI: 10.14359/12809

[11] S elezneva O, Bao C, D arter M, et a1. Development of a mechanistic － empirical structural design procedure for continuously reinforced concrete pavements ［C］ . Transportation Research Board, National Council, (2004).

DOI: 10.3141/1896-05

[12] Vetter C. P. Stresses in reinforced Concrete due to volume changes. ASCE，Proceedings，Paper No. 1848, February, (1933).

[13] Zuo Zhi Wu, Analysis for emergency-emchanism of natural disasters in highway based on ISM. Proceedings -2009 International Conferences on Environmental Science and Information Application Technology, ESIAT，2009. (El).

DOI: 10.1109/esiat.2009.288