全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用：99美元
投递稿件

查看量下载量

相关文章

更多...

考虑环境因素的沥青路面疲劳开裂预估模型

, PP. 47-52

Keywords: 道路工程,沥青路面,实证分析,疲劳开裂,环境因素,预估模型

Full-Text   Cite this paper   Add to My Lib

Abstract:

？为了延长沥青路面使用寿命,针对不同荷载环境与自然环境作用下的沥青路面疲劳开裂病害,依据疲劳开裂准则,得到了沥青路面结构层状况参数及荷载-轴型参数等预估变量,构建了考虑环境因素的沥青路面疲劳开裂预估模型。推荐采用“超限疲劳寿命折减率”作为沥青路面结构疲劳寿命折减评价指标,提出了沥青路面疲劳寿命折减评价步骤。结合上海地区7条道路,对不同荷载作用下路面结构疲劳寿命进行了计算。结果表明:当车辆荷载超限25%时,各条道路疲劳寿命折减了45%～50%;当荷载超限100%时,疲劳寿命折减了85%～88%。

 References

[1]  ZHOU Liang,LING Jian-ming,LIN Xiao-ping,et al.Temperature Adjustment Factor for Back-calculated Modulus of Asphalt Pavement Layer[J].Journal of Tongji University:Natural Science,2011,39(11):1641-1645.
[2]  刘黎萍,孙立军.沥青路面现场疲劳方程的环境影响系数[J].同济大学学报:自然科学版,2008,36(2):178-181.
[3]  LIU Li-ping,SUN Li-jun.Environment Influence Coefficients of Field Fatigue Equations for Asphalt Pavements[J].Journal of Tongji University:Natural Science,2008,36(2):178-181.
[4]  孙 杰,王仕坤,刘建华,等.疲劳损伤累加原理在沥青路面结构比选中的应用[J].筑路机械与施工机械化,2011,28(11):62-65.
[5]  SUN Jie,WANG Shi-kun,LIU Jian-hua,et al.Application of Fatigue Damage Cumulative Theory in Asphalt Pavement Structure Selection[J]. Road Machinery ＆ Construction Mechanization,2011,28(11):62-65.
[6]  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):21-28.
[7]  徐鸥明,韩 森,高世君,等.沥青含量对混合料疲劳极限特性的影响[J].交通运输工程学报,2009,9(6):1-6.
[8]  XU Ou-ming,HAN Sen,GAO Shi-jun,et al.Effect of Asphalt Content on Fatigue Limit for Asphalt Mixture[J].Journal of Traffic and Transportation Engineering,2009,9(6):1-6.
[9]  葛折圣,黄晓明.沥青混合料应变疲劳性能的试验研究[J].交通运输工程学报,2002,2(1):34-37.
[10]  孙亚文.水温综合作用对沥青路面疲劳寿命的影响[J].筑路机械与施工机械化,2011,28(5):47-49.
[11]  SUN Ya-wen.Influence of Water-temperature Effect on Fatigue Life of Asphalt Pavement[J]. Road Machinery ＆ Construction Mechanization,2011,28(5):47-49.
[12]  沈金安.国外沥青路面设计方法总汇[M].北京:人民交通出版社,2004.
[13]  林小平,李兴华,凌建明,等.路基土回弹模量湿度调整系数预估研究[J].同济大学学报:自然科学版,2011,39(10):1490-1494.
[14]  LIN Xiao-ping,LI Xing-hua,LING Jian-ming,et al.Study on Moisture Adjustment Factor for Resilient Modulus of Subgrade[J].Journal of Tongji University:Natural Science,2011,39(10):1490-1494.
[15]  周 亮,凌建明,林小平,等.沥青层反算模量的温度修正系数[J].同济大学学报:自然科学版,2011,39(11):1641-1645.
[16]  张 韦华,张宜民,魏 朗,等.车辆超载对公路使用寿命的影响[J].交通运输工程学报,2012,12(6):82-88.
[17]  ZHANG Wei,ZHANG Yi-min,WEI Lang,et al.Influence of Vehicle Overloading on Service Life of Highway[J].Journal of Traffic and Transportation Engineering,2012,12(6):82-88.
[18]  OH J,FERNANDO E G,LYTTON R L.Evaluation of Damage Potential for Pavements Due to Overweight Truck Traffic[J].Journal of Transportation Engineering,2007,133(5):308-317.
[19]  周志刚,袁秀湘,谭 华.沥青混合料预缺口试件直接拉伸疲劳损伤分析[J].中国公路学报,2013,26(1):30-37.
[20]  ZHOU Zhi-gang,YUAN Xiu-xiang,TAN Hua.Fatigue Damage Analysis of Asphalt Mixture Specimen with Pre-made Gaps in Direct Tension Test[J].China Journal of Highway and Transport,2013,26(1):30-37.
[21]  朱洪洲,严 恒,唐伯明.沥青混合料疲劳-蠕变交互作用损伤模型[J].中国公路学报,2011,24(4):15-20.
[22]  ZHU Hong-zhou,YAN Heng,TANG Bo-ming.Damage Model of Interaction Between Fatigue and Creep for Asphalt Mixture[J].China Journal of Highway and Transport,2011,24(4):15-20.
[23]  ZHENG Jian-long,LU Song-tao.Nonlinear Fatigue Damage Model for Asphalt Mixtures[J].China Journal of Highway and Transport,2009,22(5):21-28.
[24]  GE Zhe-sheng,HUANG Xiao-ming.Study on Asphalt Mixtures Fatigue Properties by Testing[J].Journal of Traffic and Transportation Engineering,2002,2(1):34-37.
[25]  万涛涛,邹桂莲.基于能量原理的沥青混合料疲劳寿命研究[J].筑路机械与施工机械化,2012,29(12):74-77.
[26]  WAN Tao-tao,ZOU Gui-lian.Research on Fatigue Life of Asphalt Mixture Based on Energy Theory[J]. Road Machinery ＆ Construction Mechanization,2012,29(12):74-77.
[27]  SHEN Jin-an.Foreign Design Method of Asphalt Pavement[M].Beijing:China Communications Press,2004.
[28]  周 亮.考虑环境因素的沥青路面疲劳性能预估模型[D].上海:同济大学,2011.
[29]  ZHOU Liang.Prediction Model for Fatigue Performance of Asphalt Pavement Incorporating Environmental Factors[D].Shanghai:Tongji University,2011.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133