[1]李祖仲,陈拴发,华敏..Sampave层厚度对沥青结构层内力影响分析[J].郑州大学学报(工学版),2007,28(04):92-95.[doi:10.3969/j.issn.1671-6833.2007.04.023]
 Li Zuzhong,Chen Jiaofa,Hua Min.Analysis of the influence of sampave layer thickness on the internal forces of asphalt structural layer[J].Journal of Zhengzhou University (Engineering Science),2007,28(04):92-95.[doi:10.3969/j.issn.1671-6833.2007.04.023]
点击复制

Sampave层厚度对沥青结构层内力影响分析()
分享到:

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

卷:
28
期数:
2007年04期
页码:
92-95
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Analysis of the influence of sampave layer thickness on the internal forces of asphalt structural layer
作者:
李祖仲陈拴发华敏.
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,特殊地区公路工程教育部重点实验室,陕西,西安,710064
Author(s):
Li Zuzhong; Chen Jiaofa; Hua Min
关键词:
道路工程 应力吸收层 厚度 有限元方法 反射裂缝 加铺层
Keywords:
road works stress absorbing layer thickness finite element method reflective cracks Add layers
DOI:
10.3969/j.issn.1671-6833.2007.04.023
文献标志码:
A
摘要:
采用三维有限元法分析Sampave应力吸收层厚度变化对沥青加铺层结构荷载应力和温度应力分布的影响,发现Sampave应力吸收层能较大幅度地降低加铺层层底的荷载应力和温度应力,对后者降低效果尤为明显,改善了整个沥青面层结构的应力状态,减少加铺层层底应力集中程度,延缓反射裂缝在加铺层中形成,显示其在抗反射裂缝方面的独特作用.计算结果表明:应力吸收层不宜太厚,建议层厚为2.5±0.5 cm较合适.
Abstract:

The three-dimensional finite element method was used to analyze the influence of the thickness change of Sampave stress absorbing layer on the load stress and temperature stress distribution of asphalt plus pavement structure, and it was found that Sampave stress absorbing layer can greatly reduce the load stress and temperature stress at the bottom of the pavement, which has a particularly obvious effect on the latter, improves the stress state of the entire asphalt surface structure, reduces the stress concentration degree of the bottom of the pavement, delays the formation of reflective cracks in the paving layer, and shows its unique role in anti-reflective cracks. The calculation results show that the stress absorbing layer should not be too thick, and the recommended layer thickness is 2.5±0.5 cm.

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(04):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(04):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(04):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(04):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(04):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(04):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(04):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(04):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(04):34.
[10]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(04):51.

更新日期/Last Update: 1900-01-01