[1]董忠红,郑仲浪,吕彭民..车辆速度对沥青路面动力响应影响试验研究[J].郑州大学学报(工学版),2008,29(02):123-126.[doi:10.3969/j.issn.1671-6833.2008.02.032]
 DONG Zhonghong,Zheng Zhonglang,Lv Pengmin.Experimental study on the influence of vehicle speed on the dynamic response of asphalt pavement[J].Journal of Zhengzhou University (Engineering Science),2008,29(02):123-126.[doi:10.3969/j.issn.1671-6833.2008.02.032]
点击复制

车辆速度对沥青路面动力响应影响试验研究()
分享到:

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

卷:
29卷
期数:
2008年02期
页码:
123-126
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Experimental study on the influence of vehicle speed on the dynamic response of asphalt pavement
作者:
董忠红郑仲浪吕彭民.
长安大学,道路施工与装备教育部重点实验室,陕西,西安,710064, 长安大学,道路施工与装备教育部重点实验室,陕西,西安,710064, 长安大学,道路施工与装备教育部重点实验室,陕西,西安,710064
Author(s):
DONG Zhonghong; Zheng Zhonglang; Lv Pengmin
关键词:
野外现场试验 沥青路面 动力响应 速度 应变比 疲劳寿命
Keywords:
DOI:
10.3969/j.issn.1671-6833.2008.02.032
文献标志码:
A
摘要:
通过野外现场试验,检测运动车辆荷载下沥青路面各层层底的动应变响应.以面层底部的动应变为分析对象,研究车辆速度对沥青路面结构动力响应的影响.研究结果发现,面层底部动应变既包括拉应变,又包括压应变,呈拉压应变交变状态,一定应力比下沥青混凝土的疲劳寿命与简单拉应力下的疲劳寿命差异严重,进行沥青路面结构设计时,应以应变或应力循环范围为动态设计控制参数;随着车速提高,最大拉应变和应变幅度总体呈现下降趋势,最大压应变和应变比总体呈上升趋势.重载车辆在低速状态对路面的破坏作用更加严重.应变比既受轴重的影响又受速度的影响
Abstract:
Through field field tests, the dynamic strain response of each layer of asphalt pavement under the load of moving vehicles was detected. The influence of vehicle speed on the dynamic response of asphalt pavement structure was studied by using the kinetic strain at the bottom of the surface layer to analyze the object. The results show that the dynamic strain at the bottom of the surface layer includes both tensile strain and compressive strain, and it is in a tensile-compressive strain alternating state, and the fatigue life of asphalt concrete under a certain stress is more different than that under simple tensile stress. With the increase of vehicle speed, the maximum tensile strain and strain amplitude showed a downward trend, and the maximum pressure strain and strain ratio showed an overall upward trend. The destructive effect of heavy-duty vehicles on the road surface at low speed is more serious. The strain ratio is affected by both axle load and speed

相似文献/References:

[1]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(02):46.[doi:10.3969/j.issn.1671-6833.2010.02.011]
[2]黄琪..高等级沥青路面快速修补材料配合比设计方法研究[J].郑州大学学报(工学版),2008,29(01):124.
 HUANG Qi..Research on the design method of material mix ratio for rapid repair of high-grade asphalt pavement[J].Journal of Zhengzhou University (Engineering Science),2008,29(02):124.
[3]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.[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(02):82.[doi:10.3969/j.issn.1671-6833.2009.03.021]
[4]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(02):90.[doi:10.3969/j.issn.1671-6833.2009.03.023]
[5]锁利军,王秉纲,陈拴发..沥青路面多孔混凝土基层温度应力数值分析[J].郑州大学学报(工学版),2007,28(02):23.[doi:10.3969/j.issn.1671-6833.2007.02.006]
 Lock Li Army,Wang Binggang,Chen Lianfa.Numerical analysis of temperature stress of asphalt pavement porous concrete base layer[J].Journal of Zhengzhou University (Engineering Science),2007,28(02):23.[doi:10.3969/j.issn.1671-6833.2007.02.006]
[6]董忠红,吕彭民..交通荷载下沥青路面结构动力响应理论研究[J].郑州大学学报(工学版),2007,28(04):88.[doi:10.3969/j.issn.1671-6833.2007.04.022]
 DONG Zhonghong,Lv Pengmin.Theoretical study on dynamic response of asphalt pavement structure under traffic load[J].Journal of Zhengzhou University (Engineering Science),2007,28(02):88.[doi:10.3969/j.issn.1671-6833.2007.04.022]
[7]薛连旭..小型构造物上沥青路面结构力学行为研究[J].郑州大学学报(工学版),2007,28(04):96.[doi:10.3969/j.issn.1671-6833.2007.04.024]
 XUE Lianxu..Study on the mechanical behavior of asphalt pavement structure on small structures[J].Journal of Zhengzhou University (Engineering Science),2007,28(02):96.[doi:10.3969/j.issn.1671-6833.2007.04.024]
[8]郭庆海,刘文,胡群芳,等.盾构施工对沥青路面影响评估[J].郑州大学学报(工学版),2004,25(03):70.[doi:10.3969/j.issn.1671-6833.2004.03.017]
 GUO Qinghai,LIU Wen,HU Qunfang,et al.Impact assessment of shield construction on asphalt pavement[J].Journal of Zhengzhou University (Engineering Science),2004,25(02):70.[doi:10.3969/j.issn.1671-6833.2004.03.017]
[9]李清富,胡群芳,刘文,等.基于灰色聚类决策的沥青路面使用性能评价[J].郑州大学学报(工学版),2003,24(02):44.[doi:10.3969/j.issn.1671-6833.2003.02.012]
 LI Qingfu,HU Qunfang,LIU Wen,et al.Evaluation of asphalt pavement performance based on grey clustering decision[J].Journal of Zhengzhou University (Engineering Science),2003,24(02):44.[doi:10.3969/j.issn.1671-6833.2003.02.012]

更新日期/Last Update: 1900-01-01