Citation: | CHA Xu-dong. Development laws of transverse cracking for continuously reinforced concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2008, 8(2): 65-68. |
[1] |
Hu Chang-shun, Cao Dong-wei. On the design theory andmethod of continuously reinforced concrete pavement (CRCP)[J]. Journal of Traffic and Transportation Engineering, 2001, 1 (2): 57-62. (in Chinese)
|
[2] |
Zha Xu-dong, Wang Yan, Han Chun-hua. Summary of cement concrete pavement in Europe[J]. Journal of Foreign Highway, 1999, 19 (3): 16-22. (in Chinese)
|
[3] |
Zha Xu-dong, Zhang Qi-sen, Li Yu-shi, et al. Study of construction technology for continuously reinforced concrete pavement in expressway[J]. Journal of China and Foreign Highway, 2003, 23 (1): 1-4. (in Chinese)
|
[4] | JTG D40—2002, 公路水泥混凝土路面设计规范[S]. |
[5] |
AASHTO. AASHTO Guide for Design of Pavement Structures[M]. Washington DC: AASHTO, 1993.
|
[6] |
Cao Dong-wei, Hu Chang-shun. Analysis of thermal stress for continuously reinforced concrete pavement (CRCP)[J]. Journal of Xi'an Highway University, 2001, 21 (2): 1-5. (in Chinese)
|
[7] |
Tian Yin-chun, Hu Chang-shun, Wang Bing-gang. Analysis of load stress of continuously reinforced concrete pavement (CRCP)[J]. Journal of Xi'an Highway University, 2000, 20 (3): 6-10. (in Chinese)
|
[8] |
Chen Yun-he, Deng Xue-jun, Zhou Zao-sheng. Elastic solution for thermal stress in continuously reinforced concrete pavement (CRCP)[J]. Chinese Journal of Applied Mechanics, 2000, 17 (4): 76-80. (in Chinese)
|
[9] |
Xiao Qiu-ming, Zha Xu-dong, Zhang Qi-sen. One-dimensional nonlinear analysis of continuously reinforced concrete pavements[J]. Journal of Changsha Communications University, 2004, 20 (3): 20-26. (in Chinese)
|
[10] |
Kohler E, Roesler J. Crack spacing and crack width investigation from experimental CRCP sections[J]. International Journal of Pavement Engineering, 2006, 7 (4): 331-340.
|
[11] |
Suh Y C, Mccullough B F. Factors affecting crack width of continuously reinforced concrete pavement[C]∥TRB. Transportation Research Record 1449. Washington DC: TRB, 1994: 134-140.
|
[12] |
Gharaibeh N G, Darter MI, Heckel L B. Field performance of continuously reinforced concrete pavement in Illinois[C]∥TRB. Transportation Research Record 1684. Washington DC: TRB, 1999: 44-50.
|
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