[1]RAO S, ROESLER J R. Characterizing effective builtin curling from concrete pavement field measurements[J]. Journal of Transportation Engineering,2005,131(4):320327.
[2] WADE S A, NIXON J M, SCHINDLER A, et al. Effect of temperature on the setting behavior of concrete[J]. Journal of Materials in Civil Engineering,2010,22(3):214222.
[3] SCHINDLER A K, RUIZ J M, RASMUSSEN R O, et al. Concrete pavement temperature prediction and case studies with the FHWA HIPERPAV models[J]. Cement and Concrete Composites,2004,26(3):463471.
[4] HANSEN W, WEI Y, SMILEY D L, et al. Effects of paving conditions on buildin curling and pavement performance[J]. International Journal of Pavement Engineering,2006,7(4):291296.
[5] 张艳聪,赵队家,刘少文,等.考虑层间接触时基层参数对水泥路面力学特性的影响[J].重庆交通大学学报(自然科学版),2014,33(2):4952.
ZHANG Yancong, ZHAO Duijia, LIU Shaowen, et al. Impacts of base parameters on mechanical properties of cement pavement considering interlayer contact[J]. Journal of Chongqing Jiaotong University (Natural Science),2014,33(2):4952.
[6] 王淑平.混凝土施工温度与裂缝之间的关系探究[J].山西交通科技,2004(2):4142.
WANG Shuping. The study on the relations between temperature and crack of concrete construction[J]. Shanxi Science & Technology of Communications,2004(2):4142.
[7] 吕惠卿,张湘伟,张荣辉. 水泥混凝土路面断裂破坏研究[J]. 重庆交通大学学报(自然科学版),2010,29(1):5457.
LV Huiqing, ZHANG Xiangwei, ZHANG Ronghui. Crack damage of cement concrete pavement[J]. Journal of Chongqing Jiaotong University (Natural Science),2010,29(1):5457.
[8] 张煜,路瑞娥,贾国全.美国路面养护的措施[J].中国公路,2002(18):140142.
ZHANG Yu, LU Rui’e, JIA Guoquan. Pavement maintenance measures in USA[J]. China Highway,2002(18):140142.
[9] 董元帅,唐伯明. 基于区间数法的水泥路面使用性能评价[J]. 重庆交通大学学报(自然科学版),2009,28(5):870872.
DONG Yuanshuai, TANG Boming. Evaluation of concrete pavement performance based on interval number method[J]. Journal of Chongqing Jiaotong University(Natural Science),2009,28(5):870872.
[10]HVEEM F N. Slab warping affects pavement joint performance[J]. American Concrete Institute Structural Journal,1951,47(6):797808.
[11]HVEEM F N, TREMPER B. Some factors influencing shrinkage of concrete pavement[J]. American Concrete Institute Structural Journal,1957,53(2):781789.
[12]WELLSA S A, PHILLIPSA B M, VANDENBOSSCHE J M. Quantifying builtin construction gradients and earlyage slab deformation caused by environmental loads in a jointed plain concrete pavement[J]. International Journal of Pavement Engineering,2006,7(4):275289.
[13]冯德成,权磊,田波,等.水泥混凝土路面固化翘曲试验研究[J].建筑材料学报,2013,16(5):812816.
FENG Decheng, QUAN Lei, TIAN Bo, et al. Experimental study on warp of concrete road slab upon curing[J]. Journal of Building Materials,2013,16(5):812816.
[14]魏亚,梁思明,张倩倩.水泥混凝土路面板固化温差对翘曲和应力的影响[J].土木建筑与环境工程,2015,37(1):8187.
WEI Ya, LIANG Siming, ZHANG Qianqian. Effect of builtin temperature difference on curling and stresses in cement concrete slabs[J]. Journal of Civil, Architectural & Environmental Engineering,2015,37(1):8187.
[15]胡昌斌,金王杰,孙增华.水泥混凝土路面早龄期温度场数值模拟研究[J].工程力学,2013,30(4):175183.
HU Changbin, JIN Wangjie, SUN Zenghua. Numerical simulation of earlyage temperature of cement concrete pavement[J]. Engineering Mechanics,2013,30(4):175183.
[16]JEONG J H, DAN G Z, LIM J S, et al. Age and moisture effects on thermal expansion of concrete pavement slabs[J]. Journal of Materials in Civil Engineering,2012,24(1):815. |