[1] ZOLLINGER D G, BUCH N, XIN D P, et al. Performance of continuously reinforced concrete pavements, volume VI—CRC pavement design, construction, and performance[R]. McLean: Federal Highway Administration, 1999.
[2] SELEZNEVA O I, DARTER M I, ZOLLINGER D G, et al. Characterization of transverse cracking spatial variability using LTPP data for CRCP design[J]. Transportation Research Record, 2003(1849): 147-155.
[3] Transportation Research Board. Guide for mechanistic-empirical design of new and rehabilitated pavement structures[R]. Washington DC: Transportation Research Board, 2004.
[4] SUH Y C, HANKINS K, MCCULLOUGH B F. Early-age behavior of continuously reinforced concrete pavement and calibration of the failure prediction model in the CRCP-7 Program[R]. Austin: University of Texas at Austin, 1992.
[5] JIMENEZ M A, MCCULLOUGH B F, HANKINS K. Monitoring of siliceous river gravel and limestone continuously reinforced concrete pavement test sections in Houston 2 years after placement, and development of a crack width model for the CRCP-7 program[R]. Austin: University of Texas at Austin, 1992.
[6] CHO Y H, DOSSEY T, MCCULLOUGH B F. Early age performance of continuously reinforced concrete pavement with different types of aggregate[J]. Transportation Research Record, 1997(1568): 35-43.
[7] JOHNSTON D P, SURDAHL R W. Influence of mixture design and environmental factors on continuously reinforced concrete pavement cracking[J]. Transportation Research Record, 2007(2020): 83-88.
[8] JOHNSTON D P, SURDAHL R W. Effects of base type on modeling long-term pavement performance of continuously reinforced concrete sections[J]. Transportation Research Record, 2006(1979): 93-101.
[9] Federal Highway Administration. Evaluating the use of fiber-reinforced polymer bars in continuously reinforced concrete pavement[R]. McLean: Federal Highway Administration, 2009.
[10] 王衍辉.连续配筋混凝土路面横向裂缝分布预估研究[D].西安:长安大学,2010.
WANG Yan-hui. Study on predicting transverse cracks distribution of continuously reinforced concrete pavement[D]. Xi'an: Chang'an University, 2010.(in Chinese)
[11] 左志武,张洪亮,陈 江.连续配筋混凝土路面性能参数影响的试验[J].长安大学学报:自然科学版,2010,30(1):23-29.
ZUO Zhi-wu, ZHANG Hong-liang, CHEN Jiang. Test of effects of parameters on continuously reinforced concrete pavement(CRCP)performance[J]. Journal of Chang'an University: Natural Science Edition, 2010, 30(1): 23-29.(in Chinese)
[12] 查旭东.连续配筋混凝土路面横向开裂发展规律[J].交通运输工程学报,2008,8(2):65-68.
ZHA Xu-dong. Development laws of transverse cracking for continuously reinforced concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2008, 8(2): 65-68.(in Chinese)
[13] 查旭东.连续配筋混凝土路面横向开裂的敏感性分析[J].铁道科学与工程学报,2008,5(2):64-70.
ZHA Xu-dong. Sensitivity analysis of transverse cracking for continuously reinforced concrete pavement[J]. Journal of Railway Science and Engineering, 2008, 5(2): 64-70.(in Chinese)
[14] 王衍辉,徐士翠.连续配筋混凝土路面收缩应力及参数敏感性分析[J].中外公路,2012,32(3):90-95.
WANG Yan-hui, XU Shi-cui. Analysis of shrinkage stress and parameter sensitivity for continuously reinforced concrete pavement[J]. Journal of China and Foreign Highway, 2012, 32(3): 90-95.(in Chinese)
[15] 陈 江.连续配筋混凝土配合比设计方法及施工技术研究[D].西安:长安大学,2010.
CHEN Jiang. Research on construction technique and mix design method of continuously reinforced concrete[D]. Xi'an: Chang'an University, 2010.(in Chinese)
[16] JTG F30—2003,公路水泥混凝土路面施工技术规范[S].
JTG F30—2003, technical specification for construction of highway cement concrete pavements[S].(in Chinese)
[17] 赵亚兰,陈拴发.连续配筋混凝土基层沥青路面层间剪应力分析[J].筑路机械与施工机械化,2010,27(4):45-48.
ZHAO Ya-lan, CHEN Shuan-fa. Analysis of interlayer shear stress for continuously reinforced concrete base asphalt pavement[J]. Road Machinery and Construction Mechanization, 2010,27(4): 45-48.(in Chinese)
[18] 高莉春,谭利华.高性能混凝土拌和用水温度控制[J].筑路机械与施工机械化,2012,29(9):47-49.
GAO Li-chun, TAN Li-hua. Temperature control of mixing water for high performance concrete[J]. Road Machinery and Construction Mechanization, 2012, 29(9): 47-49.(in Chinese)