[1] 陆立波.防水卷材与土工织物在复合路面中的复合应用研究[D].武汉:华中科技大学,2006.
LU Libo. A Thesis Submitted in Partial Fulfillment of the Requirements for the Degree of Master of Engineering[D].Wuhan:Huazhong University of Science &
Technology,2006.
[2] 符冠华,倪富健,战高峰.旧水泥混凝土路面上沥青加铺层反射裂缝疲劳试验研究[J].公路交通科技,2000,11(17):17-21.
FU Guanhua, NI Fujian, ZHAN Gaofeng.Test and study on asphalt overlay reflection cracking on old cement concrete pavement[J].Journal of Highway and Transportion
Research and Development, 2000, 11(17):17-21.
[3] 祝云祺,曾四平.RCC-AC复合式路面反射裂缝应力强度因子的有限元分析[J].公路工程,2008,33(4):51-54.
ZHU Yunqi, ZENG Siping. Finite element analysis of stress intensity factor of the reflecting crack in RCC-AC composite pavement[J].Highway Engineering, 2008,33(4):
51-54.
[4] QUINTUS H V, TREYBIG H J, MCCULLOUGH B F. Reflection cracking analysis for asphaltic concrete overlays[J].Association of Asphalt Paving Technologists,1979,48
:46-58.
[5] 王正念.刚柔复合式沥青路面新型防裂结构研究[D].北京:北京工业大学,2009.
WANG Zhengnian. Study on New Crack Structure of Rigid Composite Asphalt Pavement[D]. Beijing:Beijing Industry University ,2009.
[6] 陈锋锋,黄晓明,岳学军.CRC-AC复合式路面沥青层反射裂缝影响因素分析[J].公路交通科技,2007,24(2):48-51.
CHEN Fengfeng, HUANG Xiaoming, YUE Xuejun. Analysis of factors to reflection crack of AC layer in CRC-AC compound pavement[J].Journal of Highway and Transportion
Research and Development, 2007, 24(2):48-51.
[7] 马翔,倪富健,陈荣生.复合式机场道面荷载型反射裂缝影响因素分析[J].交通运输工程与信息学报,2009,7(3):57-63.
MA Xiang, NI Fujian, CHEN Rongsheng. Factor analysis on the load-bearing reflective cracking of composite airport pavement[J]. Journal of Transportation Engineering
and Information, 2009, 7(3):57-63.
[8] 凌天清,李修磊,张剑.复合式路面层间夹层抗反射裂缝能力的模拟试验[J].重庆交通大学学报(自然科学版),2010,29(4):536-539.
LING Tianqing, LI Xiulei, ZHANG Jian. Study on lab simulation test on capability of reflective cracking resistance of composite pavement with interlayer layer[J].
Journal of Chongqing Jiaotong University(Natural Science),2010,29(4):536-539.
[9] 周富杰,孙立军.反射裂缝的足尺疲劳试验研究及其力学分析[J].土木工程学报,2001,34(3):78-83.
ZHOU Fujie, SUN Lijun. Laboratory study on the reflective cracking in asphalt overlays[J].China Civil Engineering Journal, 2001,34(3):78-83.
[10] 周富杰,孙立军,张南鹭,等.五种措施防治反射裂缝效果的实验室评价[J].同济大学学报(自然科学版),1998,26(2):166-171.
ZHOU Fujie, SUN Lijun, ZHANG Nanlu, et al. Laboratory evaluation of five measures for asphalt overlays on existing concrete pavements[J]. Journal of Tongji
University(Natural Science), 1998,26(2):166-171.
[11] 杨斌,陈栓发,王秉刚.模拟沥青加铺层反射裂缝扩展的MTS疲劳试验[J].公路,2006(2):117-120.
YANG Bin, CHEN Shuanfa, WANG Binggang.MTS fatigue experiments of simulating propagating process of reflective cracking in asphalt concrete[J]. Highway, 2006(2):117
-120.
[12] 李文辉.应用土工织物防治复合式路面荷载型反射裂缝的试验研究[D].重庆:重庆交通大学,2012.
LI Wenhui.Experimental Research on Composite Pavement Using Geotextiles to Reduce Reflection Cracking Caused by Loads[D].Chongqing:Chongqing Jiaotong University
,2012.
[13] 李汝凯.重载条件下复合式路面防反技术研究[D].重庆:重庆交通大学,2015.
LI Rukai.Study on Technology of Reflective Cracking Resistance of Composite Pavement under Heavy Load Conditions[D].Chongqing:Chongqing Jiaotong University ,2015. |