高温冻土区高速公路特殊结构路基地温分布特征及降温效果分析

doi:10.13722/j.cnki.jrme.2016.1570

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摘要

根据青海省共(和)玉(树)高速公路特殊结构路基的地温监测资料，对3种路基(XPS保温板路基，碎石路基和通风管路基)填土与地基土的地温变化情况及冻土人为上限变化与天然上限附近热流密度状况以及路基温度场的非对称性进行对比分析，研究3种路基的地温分布特征及降温效果。测试结果表明：(1) 3种路基在左、右路肩的不同深度处均呈现出明显的升温趋势，观测期内，XPS板路基升温幅度最大；碎石路基次之，通风管路基最小；(2) 路基修筑完成初期，3种路基的多年冻土人为上限均存在不同程度抬升；到第3年，3种路基下多年冻土人为上限均下降；(3) 3种路基的冻土上限附近热量收支均呈吸热状态，吸热量大小顺序为XPS板路基＞碎石路基＞通风管路基；(4) 3种路基内部温度均呈左高右低的不对称分布。综上研究结果，建议在今后高温冻土区的高速公路建设中优先采用通风管路基。同时，为减小地温不均匀分布造成的路基纵向裂缝等病害，路基的横断面应采取差异化设计的原则。

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	邰博文1
	刘建坤1
	房建宏2
	刘晖1
	田亚护1

关键词 ：道路工程, 地温分布特征, 降温效果, 特殊结构路基

Abstract：

Based on the monitored ground temperature data of special-structured subgrade of Gonghe-Yushu expressway in Qinghai province，this article analyzed ground temperature variations of foundation soil and subgrade fillings of three kinds of subgrades(XPS insulation board subgrade，crushed rock subgrade and ventilated subgrade)，the changes of artificial permafrost table，the heat flux density near the permafrost table and the asymmetry of subgrade temperature distribution in a comparative way，aiming to study distribution characteristics of ground temperature and cooling effects of three kinds of subgrades. The results indicate that：(1) the temperatures at left and right shoulders of all three kinds of subgrades present a significant increasing trend at different depths. During the observation period，the temperature of XPS insulation board subgrade increases by the largest extent，followed by the crushed rock subgrade and ventilated subgrade. (2) During the initial period after construction，the artificial permafrost tables of three kinds of subgrade rise in different degree, yet declined in the third year. (3) The heat budget of three kinds of subgrade near permafrost table remains a heat absorbing state，the relationship of absorbed heat amount can be listed as：XPS insulation board subgrade＞crushed rock subgrade＞ventilated subgrade. (4) The internal temperature of three kinds of subgrade distributes asymmetrically，featured by high on the left side and low on the right. According to the results，ventilated subgrade is recommended in the construction of expressway in warm permafrost regions. At the same time, we should stick to the principle of differentiated design to reduce the longitudinal cracks and other diseases caused by uneven distribution of ground temperature.

Key words： road engineering ground temperature distribution characteristics cooling effect special-structured subgrade

引用本文:

邰博文1，刘建坤1，房建宏2，刘晖1，田亚护1. 高温冻土区高速公路特殊结构路基地温分布特征及降温效果分析[J]. 岩石力学与工程学报, 2017, 36(S1): 3696-3704.
TAI Bowen1，LIU Jiankun1，FANG Jianhong2，LIU Hui1，TIAN Yahu1. Analysis on distribution characteristics of ground temperature and cooling effect of special-structured subgrade of the expressway in warm permafrost region. , 2017, 36(S1): 3696-3704.

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https://rockmech.whrsm.ac.cn/CN/10.13722/j.cnki.jrme.2016.1570 或 https://rockmech.whrsm.ac.cn/CN/Y2017/V36/IS1/3696

[1]	陈肖柏，刘建坤，刘鸿绪.土的冻结作用与地基[M]. 北京：科学出版社，2006：18-19.(CHEN Xiaobai，LIU Jiankun，LIU Hongxu.Frost action of soil and foundation engineering[M].Beijing：Science Press，2006：18-19.(in Chinese))
[2]	ZHANGMY，LAIYM，LIUZQ，et al. Nonlinear analysis for the cooling effect of Qinghai-Tibetan railway embankment with different structures in permafrost regions[J].Cold Regions Science and Technology，2005，42(3)：237-249.
[3]	NIU FJ，LIU XF，MA W，et al. Monitoring study on the boundary thermal conditions of duct-ventilated embankment in permafrost regions[J].Cold Regions Science and Technology，2008，53(3)：305-316.
[4]	马巍，程国栋，吴青柏.多年冻土地区主动冷却地基方法研究[J].冰川冻土，2002，24(5)：579-587.(MA Wei，CHENG Guodong，WU Qingbai. Preliminary study on technology of cooling foundation in permafrost regions[J]. Journal of Glaciology and Geocryology，2002，24(5)：579-587.(in Chinese))
[5]	赖远明，张鲁新，张淑娟，等.气候变暖条件下青藏铁路抛石路基的降温效果[J].科学通报，2003，48(3)：292-297.(LAI Yuanming，ZHANG Luxin，ZHANG Shujuan，et al. Cooling effect of ripped-stone embankments on Qinghai—Tibet railway under climatic warming[J].Chinese Science Bulletin，2003，48(3)：292-297.(in Chinese))
[6]	WUQB，ZHANG JM，LIU YZ.Long-term thermal effect of asphalt pavement on permafrost under an embankment[J].Cold Regions Science and Technology，2010，60(3)：221-229.
[7]	CHENG GD，SUN ZZ，NIU FJ. Application of the roadbed cooling approach in Qinghai—Tibet railway engineering[J].Cold Regions Science and Technology，2008，53(3)：241-258.
[8]	JOHANSEN N I，LYNCH D F，SENGUPTA M. Notes on Norwegian arctic road construction techniques[J]. North Engineering，1988，20(1)：26-29.
[9]	GANDAHL R. Some aspects of the design of roads with boards of plastic foam[C]// Proceedings of 3rdInternational Conference on Permafrost. Edmonton，Canada：[s. n.]，1978：792-797.
[10]	JOHNSON G H. Performance of an insulated roadway on permafrost[C]// Proceedings of the 4th International Conference on Permafrost. Fairbanks，USA：[s. n.]，1983：548-553.
[11]	OLSON M E. Synthetic insulation in airtic roadway embankment[C]// Proceedings of the 3rd International Cold Regions Engineering Specialty Conference.[S. l.]：Canadian Society of Civil Engineering，1984：739-752.
[12]	温智，盛煜，马巍，等. 保温法保护多年冻土的长期效果分析[J].冰川冻土，2006，28(5)：760-765.(WEN Zhi，SHENG Yu，MA Wei，et al. Long-term effect of insulation on permafrost on the Tibetan plateau[J].Journal of Glaciology and Geocryology，2006，28(5)：760-765.(in Chinese))
[13]	马巍，穆彦虎，李国玉，等.多年冻土区铁路路基热状况对工程扰动及气候变化的响应[J].中国科学：地球科学，2013，43(3)：478-489.(MA Wei，MU Yanhu，LI Guoyu，et al.Responses of embankment thermal regime to engineering activities and climate change along the Qinghai—Tibet railway[J].Science China：Earth Sciences，2013，43(3)：478-489.(in Chinese))
[14]	盛煜，温智，马巍.青藏铁路北麓河试验段路基保温材料处理措施初步分析[J].岩石力学与工程学报，2003，22(增2)：2659-2663.(SHENG Yu，WEN Zhi，MA Wei. Preliminary analysis on insulation treatment of embankment at Beiluhe test section ofQinghai—Tibet railway[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(Supp.2)：2659-2663.(in Chinese))
[15]	程国栋.局地因素对多年冻土分布的影响及其对青藏铁路设计的启示[J].中国科学：D辑，2003，33(6)：602-607.(CHENG Guodong. Influence of local factors on permafrost occurrence and their implication for Qinghai—Tibet railway design[J].Science in China：Series D，2003，33(6)：602-607.(in Chinese))
[16]	GOERING D J，KUMAR P. Winter-time convection in open-graded embankments[J].Cold Regions Science and Technology，1996，24(1)：57-74.
[17]	LAI Y，ZHANG S，ZHANG L，et al. Adjusting temperature distribution under the south and north slopes of embankment in permafrost regions by the ripped-rock revetment[J]. Cold Regions Science and Technology，2004，39(1)：67-79.
[18]	孙志忠，马巍，李东庆. 青藏高原多年冻土区碎石护坡降温作用及效果分析[J].冰川冻土，2007，29(2)：292-298.(SUN Zhizhong，MA Wei，LI Dongqing. Cooling effect of crushed rock revetment in permafrost regions[J].Journal of Glaciology and Geocryology，2007，29(2)：292-298.(in Chinese))
[19]	牛富俊，刘明浩，程国栋，等. 多年冻土区青藏铁路路基的长期热状况[J]. 中国科学：地球科学，2015，45(8)：1220-1228.(NIU Fujun，LIU Minghao，CHENG Guodong，et al. Long-term thermal conditions of Qinghai-Tibet Railway embankment in permafrost regions[J].Science China：Earth Sciences，2015，45(8)：1220-1228. (in Chinese))
[20]	李东庆，常法，张坤，等. 青藏公路黑马河试验段碎石垫层路基工程效果初步分析[J].冰川冻土，2011，33(5)：1081-1087.(LI Dongqing，CHANG Fa，ZHANG Kun，et al. Preliminary analysis of engineering effect of crushed rocks mat embankment in Heimahe section of Qinghai—Tibet highway[J].Journal of Glaciology and Geocryology，2011，33(5)：1081-1087.(in Chinese))
[21]	朱东鹏，袁堃，陈建兵，等.高温多年冻土区公路通风管路基传热特征分析[J].中国公路学报，2015，28(12)：69-77.(ZHU Dongpeng，YUAN Kun，CHEN Jianbing，et al. Analysis on heat transfer characteristics of highway duct-ventilated embankment in high temperature permafrost regions[J].China Journal of Highway and transport，2015，28(12)：69-77.(in Chinese))
[22]	冯子亮，盛煜，陈继，等. 青海省共和－玉树高速公路沿线典型冻土路基保护多年冻土效果的初步分析[J].岩石力学与工程学报，2016，35(3)：638-648.(FENG Ziliang，SHENG Yu，CHEN Ji，et al. A preliminary analysis of protective effect on permafrost of typical embankment along Gonghe—Yushu highway[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(3)：638-648. (in Chinese))
[23]	JOHN P，ZARLING P E，CONNOR B，et al. Goering air duct systems for stabilization over permafrost area[C]// Proceeding of the 4th Int. Conf. on Permafrost. Fairbanks：[s. n.]，1983：1 463-1 468.
[24]	牛富俊，俞祁浩，赖远明. 青藏铁路管道通风试验路基地温变化及热状况分析[J].冰川冻土，2003，25(6)：614-620.(NIU Fujun，YU Qihao，LAI Yuanming. Analysis of ground temperature change and thermal process in the testing duct-ventilated embankment of the Qinghai—Tibet railway[J].Journal of Glaciology and Geocryolog，2003，25(6)：614-620.(in Chinese))
[25]	俞祁浩，潘喜才，程国栋，等.通风路基主要影响因素及应对措施研究[J].岩石力学与工程学报，2007，26(增1)：3045-3051.(YU Qihao，PAN Xicai，CHENG Guodong，et al. Study on main influential factors on ventilated embankment and corresponding measures[J].Chinese Journal of Rock Mechanics and Engineering，2007，26(Supp.1)：3045-3051.(in Chinese))
[26]	YU QH，CHENG GD，NIU FJ. The application of Auto-temperature controlled Ventilated Embankment in Qinghai—Tibet railway[J].Science in China：Series D，2004，47(1)：168-176.
[27]	俞祁浩，钱进，吴青柏，等.青藏高等级公路试验工程设计研究[J].冰川冻土，2009，31(5)：907-914.(YU Qihao，Qian Jin，WU Qingbai，et al. Designing research of the Qinghai—Tibet high-grade testing highway[J].Journal of Glaciology and Geocryology，2009，31(5)：907-914.(in Chinese))
[28]	樊凯，俞祁浩，袁堃，等. 多年冻土区高等级公路新型调控路基技术研究[J].地下空间与工程学报，2013，9(增1)：1681- 1687.(FAN Kai，YU Qihao，YUAN Kun，et al. Study on new temperature-controlling embankment for high-grade highway in permafrost regions[J].Chinese Journal of Underground Space and Engineering，2013，9(Supp.1)：1681-1687.(in Chinese))
[29]	俞祁浩，樊凯，钱进，等. 我国多年冻土区高速公路修筑关键问题研究[J]. 中国科学：技术科学，2014，44(4)：425-432.(YU Qihao，FAN Kai，QIAN Jin，et al. Key issues of highway construction in permafrost regions in China[J].Science China：Technological Sciences，2014，44(4)：425-432.(in Chinese))
[30]	中华人民共和国行业编制编写组. JGJ118—98冻土地区建筑地基基础设计规范[S].北京：中国建筑工业出版社，1999.(The Professional Standards Compilation Groups of the People¢s Republic of China. JGJ118—98 The designing criterion of the foundations in permafrost regions[S]. Beijing：China Architecture and Building Press，1999.(in Chinese))