[1]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):77-81.[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):77-81.[doi:10.3969/j.issn.1671-6833.2010.03.020]
点击复制

隔热板埋深对冻土路基温度场的影响分析()
分享到：

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

卷:
31卷
期数:
2010年03期
页码:
77-81
栏目:
出版日期:
2010-03-01

文章信息/Info

Title:
Analysis of the influence of buried depth of heat insulation board on the temperature field of frozen soil subgrade
作者:
莫石秀; 郭月芹.
长安大学公路学院,陕西,西安,710064;广东省路桥建设发展有限公司,广东,广州,510635, 广东省公路勘察规划设计院,广东,广州510507
Author(s):
Mo Shixiu; Guo Yueqin
关键词:
道路工程;  多年冻土;  隔热板;  路基温度场;  埋深;  有限元
Keywords:
DOI:
10.3969/j.issn.1671-6833.2010.03.020
文献标志码:
A
摘要:
采用焓模型,建立含相变的冻土路基温度场.利用非线性有限元方法对隔热板路基温度场进行数值模拟,并结合考虑近期及远期冻土保护效果,采用冻土年最大融深及路基内融土核高度两个评价指标综合分析了路基高度、路基施工季节等因素对隔热板最佳埋深的影响.有限元计算表明,当施工季节向冷季推迟3个月时,隔热板的冻土保护效果显著增强,路基在运营20年内无融土核出现.在确定隔热板最佳埋深时需综合考虑施工季节、路基高度等因素的影响,若路基较低,宜浅埋,路基高度较高,暖季施工宜中埋,冷季施工宜浅埋.
Abstract:
The enthalpy model was used to establish the temperature field of frozen soil subgrade with phase transition. The influence of subgrade height, subgrade construction season and other factors on the optimal burial depth of the insulated board was comprehensively analyzed by considering the short-term and long-term permafrost protection effects, and considering the short-term and long-term permafrost protection effects. The finite element calculation showed that when the construction season was delayed to the cold season by 3 months, the frozen soil protection effect of the insulation board was significantly enhanced, and no melt core appeared in the roadbed within 20 years of operation. When determining the best burial depth of the heat insulation board, it is necessary to comprehensively consider the influence of the construction season, the height of the roadbed and other factors, if the roadbed is low, it should be shallow burial, the height of the roadbed is high, the warm season construction should be buried in the middle, and the cold season construction should be shallowly buried.

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]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]
[7]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]
[8]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]
[9]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]
[10]高丹盈,李花歌..SMA混合料体积参数的试验研究[J].郑州大学学报(工学版),2010,31(04):1.[doi:10.3969/j.issn.1671-6833.2010.04.001]

更新日期/Last Update: 1900-01-01