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青藏铁路昆仑山隧道洞内气温及地温分布特征现场试验研究 被引量:33

FIELD EXPERIMENT ON DISTRIBUTION CHARACTERS OF AIR TEMPERATURE AND GROUND TEMPERATURE IN KUNLUNSHAN TUNNEL OF QINGHAI—TIBETRAILWAY
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摘要 在昆仑山隧道洞内设置了地温及气温观测断面。根据实测资料,初步分析了昆仑山隧道洞内气温、地温及隔热层内外侧温度分布特征,得出的结论对多年冻土区隧道工程建设及冻害防治有一定的指导意义。 Several sections were set up to observe the air temperature and ground temperature in Kunlunshan tunnel. Based on the observed data, the distribution characters of the air temperature, ground temperature, and temperature on two sides of an insulation layer in this tunnel, were analyzed. It is found that (1) air temperature on the top is higher than that on the bottom of the tunnel, and air temperature is lower at the end of tunnel than that in the center of the tunnel. The influence of air temperature outside tunnel gradually becomes weaker as the distance from entrance and exit increasing; (2) ground temperature linearly decreases with the depth along surrounding rocks increasing and it becomes negative at a certain depth; (3) the thawed areas appear in the rocks surrounding the tunnel after excavation and the thickness of thawed areas is mainly influenced by air temperature; and (4) the effect of thermal insulation of insulation layer is good for tunnel in cold regions.
作者 张先军
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2005年第6期1086-1089,共4页 Chinese Journal of Rock Mechanics and Engineering
关键词 隧道工程 昆仑山隧道 气温 地温 隔热层 Rocks Temperature distribution Thermal insulation Tunneling (excavation)
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  • 1张志辉,薛禹群,吴吉春.地下热水运移中自然对流的研究[J].水文地质工程地质,1995,22(4):16-17. 被引量:15
  • 2杨世铭.传热学(第二版)[M].北京:高等教育出版社,1987.275-282.
  • 3黄涛.渗流场与应力场耦合环境下裂隙围岩型隧道涌水量预测的研究:博士学位论文[M].成都:西南交通大学,1997..
  • 4何春雄 吴紫汪.大坂山隧道围岩冻融状况变化趋势的初步分析预测.第五届全国冰川冻土学大会论文集(上)[M].兰州:甘肃文化出版社,1996.419-425.
  • 5乜凤鸣.寒冻地区隧道排水沟的防冻问题.第二届全国冰川冻土学大会论文集[M].兰州:甘肃文化出版社,1983.405-411.
  • 6赖远明.寒区隧道温度场、渗流场的和应力场耦合问题的非线性分析[M].兰州:中国科学院兰州冰川冻土研究所,1999.2-3.
  • 7陆金甫 关治.偏微分方程的数值解法[M].北京:清华大学出版社,1985..
  • 8梁昆淼.数学物理方程(第二版)[M].北京:人民教育出版社,1978..
  • 9[3]Ladanyi B. Tunnel lining design in a creeping rock. Design and Performance of Underground excavations [A], In: Design and performance of underground excavations [C], ISRM/BGS, Cambridge. 1984,19-26.
  • 10[4]Ladanyi B. Direct determination of ground pressure on tunnel lining in a non-linear viscoelastic rock [A]. In Proceedings of 13 th Canadian Rock Mechanics Symposium [C], Toronto, CIM spec. 1980, Vol. 22, 126-132.

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