[1]仰建岗,王秉纲..沥青路面贫混凝土基层应力计算[J].郑州大学学报(工学版),2006,27(01):59-62.[doi:10.3969/j.issn.1671-6833.2006.01.014]
 Yang Jiangang,Wang Binggang.Stress calculation of asphalt pavement poor concrete base layer[J].Journal of Zhengzhou University (Engineering Science),2006,27(01):59-62.[doi:10.3969/j.issn.1671-6833.2006.01.014]
点击复制

沥青路面贫混凝土基层应力计算()
分享到:

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

卷:
27卷
期数:
2006年01期
页码:
59-62
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Stress calculation of asphalt pavement poor concrete base layer
作者:
仰建岗王秉纲.
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
Author(s):
Yang Jiangang; Wang Binggang
关键词:
道路工程 沥青面层 贫混凝土基层 荷载应力 温度应力 结构设计
Keywords:
DOI:
10.3969/j.issn.1671-6833.2006.01.014
文献标志码:
A
摘要:
为分析贫混凝土基层沥青路面新型路面结构的基层应力情况,通过有限元分析方法计算贫混凝土基层的荷载应力,并利用弹性层状体系理论分析沥青面层厚度对其影响,由此推导出基层荷载应力的计算公式.根据不同自然区划的温度场和最大温度梯度,得出贫混凝土基层沥青路面中的基层温度应力的有限元解,于此提出了基层温度应力的计算公式.上述两公式为贫混凝土基层沥青路面结构中基层厚度设计的重要依据.
Abstract:
In order to analyze the base stress of the new pavement structure of asphalt pavement of poor concrete base layer, the load stress of poor concrete base layer is calculated by finite element analysis method, and the influence of asphalt surface thickness on it is analyzed by elastic layer theory, and the calculation formula of base load stress is derived. According to the temperature field and maximum temperature gradient of different natural divisions, the finite element solution of the temperature stress of the base layer in the asphalt pavement of the poor concrete base layer is obtained, and the calculation formula of the base temperature stress is proposed. The above two formulas are important bases for the design of base layer thickness in asphalt pavement structure of poor concrete base layer.

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(01):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(01):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(01):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(01):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(01):34.[doi:10.3969/j.issn.1671-6833.2010.02.008]
[6]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(01):51.[doi:10.3969/j.issn.1671-6833.2010.02.012]
[7]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(01):77.[doi:10.3969/j.issn.1671-6833.2010.03.020]
[8]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]
[9]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]
[10]胡圣能,许金良,杨宏志..曲率变化率在公路线形质量设计的应用研究[J].郑州大学学报(工学版),2010,31(03):101.[doi:10.3969/j.issn.1671-6833.2010.03.025]

更新日期/Last Update: 1900-01-01