[1]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.
 YAN Weihong,MENG Fenglin,DONG Zhonghong.Study on the Shearing Strain of the Semi——Rigid Base Asphalt Pavement under Moving Load[J].Journal of Zhengzhou University (Engineering Science),2010,31(02):51.
点击复制

移动荷载下半刚性基层沥青路面剪应变研究()
分享到:

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

卷:
31
期数:
2010年02期
页码:
51
栏目:
出版日期:
2010-02-02

文章信息/Info

Title:
Study on the Shearing Strain of the Semi——Rigid Base Asphalt Pavement under Moving Load
作者:
闫卫红孟枫林董忠红.
河南省交通规划勘察设计院,河南,郑州,450052, 河南德郑高速公路有限公司,河南,开封,475200, 长安大学,道路施工与装备教育部重点试验室,陕西,西安,710064
Author(s):
YAN Weihong; MENG Fenglin; DONG Zhonghong
1.Henan Provincial Communications Planning Survey&Design Institute,Zhengzhou 450052,China;2.Henan Provincial De—Zheng Expressway Co.Ltd.Kaifeng 475200,China;3.Key Laboratory for Highway Construction Technology and Equipment ofthe Ministry ofEducation,Chang’an University。Xi’an 710064,China
关键词:
道路工程 剪应变 动力响应 轴重 速度 胎压
Keywords:
road engineeringshearing straindynamic responseaxle loadspeedtire pressu
文献标志码:
A
摘要:
为了研究半刚性基层沥青路面早期破坏现象,采用移动荷载下黏弹性层状体系动力学模型,分析典型路面结构的动力响应,研究轴重、速度和胎压对面层底部剪应变和面层内部剪应变分布的影响.结果发现,随着轴重和胎压的增加,当速度减小时,面层内部剪应变和面层底部剪应变均增加;轴重较小时,车辆对路面产生的破坏主要发生在上中面层,而轴重较大时,产生的破坏主要发生在中下面层:胎压的变化对2-8 em深度范围内的剪应变影响严重,随着胎压的升高,出现最大剪应变的深度位置减小.
Abstract:
To study the premature disruption of the semi—rigid base asphalt pavement,a multi—layer viscoe·lastic dynamic model where the vehicle load is handled as moving load was used to analysis the dynamic re—sponse of the typical semi—rigid base asphalt pavement,and the influences of the axle load,the vehicle speedand the tire pressure on the shearing strain at the bottom of the AC layer and the shearing strain distribution inthe AC layer were studied.It showed that the shearing strains increase with the increase of the axle load andthe tire pressure,and increase with the decrease of the vehicle speed.Especially,when the axle load is rathersmall,the destory of the vehicle exerting on the pavement is mainly took place at the wearing surface layer andthe middle surface layer,while when the axle load is rather big,the destory is mainly set at the middle Surfacelayer and the low surface layer.The tire pressure has a notable influence on the shearing strain at the depthrange from 2cm to 8cm.With the increase of the tire pressure,the depth where the maximum shearing strainoccures becomes shallower.

相似文献/References:

[1]袁玉卿刘凤利王选仓.旧水泥路面沥青加辅层间防裂抗拉强度指标研究[J].郑州大学学报(工学版),2015,36(02):28.[doi:10.3969/ j.issn.1671 -6833.2015.02.007]
 YUAN Yu-qing,LIU Feng-li,WANG Xuan-cang.Research on Tensile Strength Index of Anti-cracking Interlayerbetween Old Cement Pavement and Asphalt Overlay[J].Journal of Zhengzhou University (Engineering Science),2015,36(02):28.[doi:10.3969/ j.issn.1671 -6833.2015.02.007]
[2]马峰富志鹏傅珍.基于光电比色法的天然沥青改性沥青与集料粘附性研究[J].郑州大学学报(工学版),2015,36(03):77.[doi:10.3969/ j. issn.1671 - 6833.2015.03.017]
 MA Feng,FU Zhi-peng,FU Zhen,et al.Adhesion Between Asphalt Modified with Natural Asphalt and AggregateBased on Photoelectric Colorimetric Method[J].Journal of Zhengzhou University (Engineering Science),2015,36(02):77.[doi:10.3969/ j. issn.1671 - 6833.2015.03.017]
[3]李晶晶,张擎.水泥混凝土路面纵缝拉杆传荷试验研究[J].郑州大学学报(工学版),2015,36(06):119.[doi:10.3969/j. issn.1671 -6833.2015.06.024]
 CHEN Lirong,CHEN Baochun.Analysis of Out-of-plane Stability of Standard Concrete-filledSteel Tube Dumbbell-shaped Rib Arch[J].Journal of Zhengzhou University (Engineering Science),2015,36(02):119.[doi:10.3969/j. issn.1671 -6833.2015.06.024]
[4]孙培,张洪亮,谢定文.下穿立交排水系统设计及储水管道分析[J].郑州大学学报(工学版),2015,36(06):104.[doi:10.3969/j. issn.1671 -6833.2015.06.021]
 ZHANG Hongliang,SUN Pei,XIE Dingwen.Model Building and Mechanics Analysis on Storage Pipe of Underpass[J].Journal of Zhengzhou University (Engineering Science),2015,36(02):104.[doi:10.3969/j. issn.1671 -6833.2015.06.021]
[5]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(02):67.[doi:10.13705/j.issn.1671-6833.2016.04.015]
[6]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(02):15.[doi:10.13705/j.issn.1671-6833.2017.03.001]
[7]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(02):50.[doi:10.13705/j.issn.1671-6833.2017.05.004]
[8]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(02):79.[doi:10.13705/j.issn.1671-6833.2016.06.014]
[9]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.
 JI Xiaoping,ZHENG Nanxiang,LI Xin.Influence of Different Interlayer Touch Types on High——TemperaturePerformance of Asphalt Pavement[J].Journal of Zhengzhou University (Engineering Science),2010,31(02):34.
[10]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(02):77.[doi:10.3969/j.issn.1671-6833.2010.03.020]

更新日期/Last Update: 1900-01-01