[1] |
Turatsinze A, Granju J L, Sabathier V, Farhat H.Durability of bonded cement-based overlays: Effect ofmetal fibre reinforcement [J]. Materials and Structures,2005, 38: 321-327.
|
[2] |
Tran Q T, Toumi A, Granju J L. Experimental andnumerical investigation of the debonding interfacebetween an old concrete and an overlay [J]. Materialsand Structures, 2006, 39: 379-389.
|
[3] |
廖卫东, 王小雄. 沥青加铺层抗反射裂缝足尺疲劳试验[J]. 长安大学学报, 2006, 26(5): 9-12.Liao Weidong, Wang Xiaoxiong. Full-scale-fatigue teston anti-reflective cracking of asphalt overlay [J]. Journalof Chang’an University, 2006, 26(5): 9-12. (in Chinese)
|
[4] |
杨斌, 陈拴发, 王秉纲. 水泥混凝土路面沥青加铺层足尺疲劳破坏试验[J]. 中外公路, 2007, 27(1): 155-158.Yang Bin, Chen Shuanfa, Wang Binggang. Full scalefatigue breaking test on asphalt mixture overlay oncement concrete pavement [J]. Journal of China &Foreign Highway, 2007, 27(1): 155-158. (in Chinese)
|
[5] |
Fabien Perez, Benoit Bissonnette, Richard Gagne.Parameters affecting the debonding risk of bondedoverlays used on reinforced concrete slab subjected toflexural loading [J]. Materials and Structures, 2009, 42:645-662.
|
[6] |
李善强, 王选仓. 沥青加铺层反射裂缝发展疲劳模拟试验研究[J]. 中外公路, 2009, 29(2): 190-193.Li Shanqiang, Wang Xuancang. Research on the fatiguedevelopment of reflective crack in asphalt mixtureoverlay by simulating test [J]. Journal of China &Foreign Highway, 2009, 29(2): 190-193. (in Chinese)
|
[7] |
Hema Siriwardane, Raj Gondle, Bora Kutuk. Analysis offlexible pavements reinforced with geogrids. Geotech [J].Geotechnical and Geological Engineering, 2010, 28:287-297.
|
[8] |
周志刚, 谢军, 崔鹏. 加筋沥青混凝土梁式试件的APA 弯曲疲劳试验研究[J]. 公路交通科技, 2005,22(3): 24-27.Zhou Zhigang, Xie Jun, Cui Pen. Analysis of thereinforced asphalt concrete beam specimen with repeatedbending test by APA [J]. Joumal of Highway andTransportation Research and Development, 2005, 22(3):24-27. (in Chinese)
|
[9] |
葛折圣, 黄晓明. 运用损伤力学理论预测沥青混合料的疲劳性能[J]. 交通运输工程学报, 2003, 3(1): 40-42.Ge Zhesheng, Huang Xiaoming. Prediction of asphaltmixtures fatigue properties using damage mechanics [J].Journal of Traffic and Transportation Engineering, 2003,3(1): 40-42. (in Chinese)
|
[10] |
朱洪洲, 黄晓明. 一种新的沥青混合料疲劳性能评价方法[J]. 公路交通科技, 2005, 22(2): 5-7.Zhu Hongzhou, Huang Xiaoming. Faitigue model ofasphalt mixtures based on damage theory [J]. Journal ofHighway and Transportation Research and Development,2005, 22(2): 5-7. (in Chinese)
|
[11] |
仰建岗, 王秉纲, 陈拴发. 基于修正Neuber 方程的沥青路面裂缝形成疲劳寿命预估方法[J]. 交通运输工程学报, 2007, 7(2): 50-54.Yang Jiangang, Wang Binggang, Chen Shuanfa.Estimating method of fatigue Iife during crackinginitiation of asphalt pavement based on modified Neuberequation [J]. Journal of Traffic and TransportationEngineering, 2007, 7(2): 50-54. (in Chinese)
|
[12] |
吴旷怀, 张肖宁. 沥青混合料疲劳损伤非线性演化统一模型试验研究[J]. 公路, 2007, 5: 125-129.Wu Kuanghuai, Zhang Xiaoning. Experimental researchon uniform model for nonlinear evolution equation offatigue damage of asphalt mixture [J]. Highway, 2007, 5:125-129. (in Chinese)
|
[13] |
郑健龙, 吕松涛. 沥青混合料非线性疲劳损伤模型[J].中国公路学报, 2009, 22(5): 21-27.Zheng Jianlong, Lu Songtao. Nonlinear fatigue damagemodel for asphalt mixtures [J]. China Journal ofHighway and Transport, 2009, 22(5): 21-27. (inChinese)
|
[14] |
周晓青, 李宇峙, 应荣华, 邵腊庚, 孙立军. 沥青混合料拉伸疲劳试验下疲劳损伤特性研究[J]. 重庆建筑大学学报, 2005, 27(5): 47-51.Zhou Xiaoqing, Li Yuzhi, Ying Ronghua, Shao Lageng,Sun Lijun. Research on the fatigue and damagecharacteristics of asphalt mixture based on uniaxialfatigue tension testing at low temperature [J]. Journal ofChongqing Jianzhu University, 2005, 27(5): 47-51. (inChinese)
|
[15] |
Maria Castro, Sanchez Jose A. Damage based model forprediction of asphalt concrete fatigue curves [J]. Journalof Material in Civil Engineering, 2007, 19(8): 700-702.
|
[16] |
Sudip Bhattacharjee, Rajib B. Mallick, Jo Sias Daniel.Small scale accelerated pavement testing in thelaboratory for the fatigue characterization of hot mixasphalt [C]. Pavements and Materials 2008: Modeling,Testing, and Performance, Proceedings of theSymposium on Pavement Mechanics and Materials at theInaugural International Conference of the EngineeringMechanics Institute, 2008.
|
[17] |
关宏信, 郑健龙, 张起森. 沥青混合料的粘弹性疲劳损伤模型研究[J]. 力学与实践, 2007, 29(2): 50-53.Guan Hongxin, Zheng Jianlong, Zhang Qisen.Viscoelastic fatigue damage model of bituminousmixture [J]. Mechanics and Practice, 2007, 29(2): 50-53. (in Chinese)
|
[18] |
吴旷怀, 杨国良, 张肖宁. 考虑松弛的沥青混合料疲劳损伤累计模型研究[J]. 深圳大学学报理工版, 2008,25(4): 345-350.Wu Kuanghuai, Yang Guo1iang, Zhang Xiaoning. Afatigue damage model of asphalt mixture consideringstress relaxation [J]. Journal of Shenzhen UniversityScience and Engineering, 2008, 25(4): 345-350. (inChinese)
|
[19] |
关宏信, 郑健龙. 沥青路面粘弹性疲劳损伤分析[J].湖南科技大学学报, 2008, 23(3): 54-57.Guan Hongxin, Zheng Jianlong. The viscoelastic fatiguedamage developing of asphalt pavement [J]. Journal ofHunan University of Science & Technology, 2008, 23(3):54-57. (in Chinese)
|
[20] |
余寿文, 冯西桥. 损伤力学[M]. 北京: 清华大学出版社, 1997: 64-65.Yu Shouwen, Feng Xiqiao. Damage mechanics [M].Beijing: Tsinghua University Press, 1997: 64-65. (inChinese)
|
[21] |
周志刚. 交通荷载下沥青类路面疲劳损伤断裂研究[D]. 长沙: 中南大学, 2003.Zhou Zhigang. A research on the fatigue damagecracking in asphalt pavement under traffic load [D].Changsha: Central South University, 2003. (in Chinese)
|
[22] |
张行, 赵军. 金属构件应用疲劳损伤力学[M]. 北京:国防工业出版社, 1998: 128.Zhang Xing, Zhao Jun. Applied fatigue damagemechanics of metallic structural members [M]. Beijing:National Defence Industrial Press, 1998: 128. (inChinese)
|