[1]付其林,陈拴发,彭翀..贫混凝土基层沥青路面温度-荷载耦合应力分析[J].郑州大学学报(工学版),2009,30(03):82-86.[doi:10.3969/j.issn.1671-6833.2009.03.021]
 Fu Qilin,Chen Jiaofa,Peng Chong.Temperature-load coupled stress analysis of asphalt pavement for poor concrete base layer[J].Journal of Zhengzhou University (Engineering Science),2009,30(03):82-86.[doi:10.3969/j.issn.1671-6833.2009.03.021]
点击复制

贫混凝土基层沥青路面温度-荷载耦合应力分析()
分享到:

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
30卷
期数:
2009年03期
页码:
82-86
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Temperature-load coupled stress analysis of asphalt pavement for poor concrete base layer

作者:
付其林陈拴发彭翀.
长安大学,特殊地区公路工程教育部重点实验室,陕西,西安,710064, 长安大学,特殊地区公路工程教育部重点实验室,陕西,西安,710064;长安大学,材料科学与工程学院陕西,西安,710061, 海南省交通厅,海南,海口,570204
Author(s):
Fu Qilin; Chen Jiaofa; Peng Chong
关键词:
道路工程 沥青路面 耦合应力 反射裂缝 三维有限元 贫混凝土基层
Keywords:
DOI:
10.3969/j.issn.1671-6833.2009.03.021
文献标志码:
A
摘要:
为了分析贫混凝土基层沥青路面在不同路面结构和材料参数下的温度-荷载耦合应力状况,通过三维有限元数值方法,分析了沥青面层厚度和模量、贫混凝土基层厚度和模量及基层缩缝宽度对沥青路面温度-荷载耦合应力的影响.研究表明:沥青面层厚度和基层缩缝宽度对路面温度-荷载耦合应力有显著影响;基层厚度和模量时耦舍应力的影响不显著.适当增加沥青面层厚度对预防反射裂缝十分有效;改变贫混凝土基层的厚度和模量对预防反射裂缝作用不大;适当宽度的基层缩缝对延缓反射裂缝效果显著.
Abstract:

In order to analyze the temperature-load coupling stress of asphalt pavement under different pavement structure and material parameters, the effects of asphalt surface thickness and modulus, poor concrete base layer thickness and modulus and base joint width on the temperature-load coupling stress of asphalt pavement were analyzed by three-dimensional finite element numerical method. The results show that the thickness of asphalt surface layer and the width of base layer shrinkage have significant effects on the temperature-load coupling stress of pavement. The effect of coupling stress on the thickness and modulus of the base layer was not significant. Appropriately increasing the thickness of asphalt surface layer is very effective in preventing reflective cracks. Changing the thickness and modulus of the poor concrete base layer has little effect on preventing reflection cracks. Appropriate width of base layer shrinkage has a significant effect on delaying reflective cracks.

相似文献/References:

[1]季节,王迪,石越峰,等.煤直接液化残渣改性沥青及其混合料性能评价[J].郑州大学学报(工学版),2016,37(04):67.[doi:10.13705/j.issn.1671-6833.2016.04.015]
 Ji Jie,Wang Di,Shi Yuefeng,et al.Study on the Performances of the DCLR Modified Asphalt Mixtures[J].Journal of Zhengzhou University (Engineering Science),2016,37(03):67.[doi:10.13705/j.issn.1671-6833.2016.04.015]
[2]傅珍,申万青,孔志峰,等.增塑剂改性沥青路用性能试验研究[J].郑州大学学报(工学版),2017,38(03):15.[doi:10.13705/j.issn.1671-6833.2017.03.001]
 Fu Zhen,Shen Wanqing,Kong Zhifeng,et al.Pavement performance of asphalt binder modified with plasticizer[J].Journal of Zhengzhou University (Engineering Science),2017,38(03):15.[doi:10.13705/j.issn.1671-6833.2017.03.001]
[3]王建宁,窦远明,孙吉书,等.钢纤维混凝土路面接缝传荷性能衰减规律的试验研究[J].郑州大学学报(工学版),2017,38(05):50.[doi:10.13705/j.issn.1671-6833.2017.05.004]
 Wang Jianning,Dou Yuanming,Sun Jishu,et al.Test study of joint load transfer efficiency in steel fiber concrete pavement[J].Journal of Zhengzhou University (Engineering Science),2017,38(03):50.[doi:10.13705/j.issn.1671-6833.2017.05.004]
[4]盛燕萍,孙仕伟,赵澍林,等.路面免碾压贫混凝土基层工作性研究[J].郑州大学学报(工学版),2017,38(06):79.[doi:10.13705/j.issn.1671-6833.2016.06.014]
 Sheng Yanping,Sun Shiwei,Zhao Shulin,et al.Research on Workability of Compaction-free Lean Concrete Base[J].Journal of Zhengzhou University (Engineering Science),2017,38(03):79.[doi:10.13705/j.issn.1671-6833.2016.06.014]
[5]纪小平,郑南翔,李欣..层间接触条件对沥青路面高温性能的影响研究[J].郑州大学学报(工学版),2010,31(02):34.[doi:10.3969/j.issn.1671-6833.2010.02.008]
 JI Xiaoping,ZHENG Nanxiang,Li Xin.Study on the influence of interlayer contact conditions on the high temperature performance of asphalt pavement[J].Journal of Zhengzhou University (Engineering Science),2010,31(03):34.[doi:10.3969/j.issn.1671-6833.2010.02.008]
[6]张蓓,李海龙,郭成超,等.沥青路面表面裂缝扩展分析[J].郑州大学学报(工学版),2010,31(02):46.[doi:10.3969/j.issn.1671-6833.2010.02.011]
 ZHANG Bei,LI Hailong,GUO Chengchao,et al.Crack growth analysis of asphalt pavement surface[J].Journal of Zhengzhou University (Engineering Science),2010,31(03):46.[doi:10.3969/j.issn.1671-6833.2010.02.011]
[7]闫卫红,孟枫林,董忠红..移动荷载下半刚性基层沥青路面剪应变研究[J].郑州大学学报(工学版),2010,31(02):51.[doi:10.3969/j.issn.1671-6833.2010.02.012]
 Yan Weihong,Meng Fenglin,Dong Zhonghong.Study on shear strain of semi-rigid base asphalt pavement under moving load[J].Journal of Zhengzhou University (Engineering Science),2010,31(03):51.[doi:10.3969/j.issn.1671-6833.2010.02.012]
[8]莫石秀,郭月芹..隔热板埋深对冻土路基温度场的影响分析[J].郑州大学学报(工学版),2010,31(03):77.[doi:10.3969/j.issn.1671-6833.2010.03.020]
 Mo Shixiu,Guo Yueqin.Analysis of the influence of buried depth of heat insulation board on the temperature field of frozen soil subgrade[J].Journal of Zhengzhou University (Engineering Science),2010,31(03):77.[doi:10.3969/j.issn.1671-6833.2010.03.020]
[9]付其林,陈拴发,陈华鑫..级配对开级配大粒径沥青碎石路用性能的影响[J].郑州大学学报(工学版),2010,31(03):82.[doi:10.3969/j.issn.1671-6833.2010.03.021]
[10]张青哲,杨人凤,戴经梁..黄土振动压实试验研究[J].郑州大学学报(工学版),2010,31(03):92.[doi:10.3969/j.issn.1671-6833.2010.03.023]
[11]刘建兰,王朝辉,王选仓..旧沥青路面加铺层结构层间工作状态研究[J].郑州大学学报(工学版),2009,30(03):90.[doi:10.3969/j.issn.1671-6833.2009.03.023]
 LIU Jianlan,Wang Chaohui,Wang Xuancang.Study on the working state of the old asphalt pavement plus paving structure[J].Journal of Zhengzhou University (Engineering Science),2009,30(03):90.[doi:10.3969/j.issn.1671-6833.2009.03.023]

更新日期/Last Update: 1900-01-01