青藏铁路粒径改良路基温控效果分析
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U213.14

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中科院知识创新工程重大项目(KZCXI-SW~04);中科院武汉岩土所前沿基金项目资助(Qo00207);重庆市教委资助项目(100416);重庆交通大学校内科学基金项目资助(100243).


Analysis on the Temperature-control Effect of the Particle Improved Roadbed in Qinghai-Tibet Railway
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    摘要:

    基于青藏铁路北麓河粒径改良路基试验段地温监测资料,分析了粒径改良路基地温变化规律及其温控效果,并同其他保护冻土措施进行了对比分析。结果表明:在一定深度范围内,粒径改良路基地温呈现年季变化、呈正弦曲线变化特征;同普通路基相比,在年平均地温曲线方面表现出具有冷却路基,保护冻土的效果;同普通通风路基相比,粒径改良路基虽在冷季冷却效果弱于通风路基,但在暖季热屏蔽效果好于通风路基,从年平均地温方面已表现出较好的保护冻土的态势,是一种积极主动的保护措施。

    Abstract:

    Based on the observerd ground-temperature data of the particle improved roadbed in Beiluhe test site of Qinghai-Tibet railway, the characteristics of the ground temperature to the particle improved roadbed and its temperature-control effect are analyzed ,and compared with other frozen soil protecting means. The result indicated that the ground temperature of the particle improved roadbed changes with the seasons,and its characteristics present as a sinusoidal curve. Compared with the normal roadbed, the paticle improved roadbed has cooling roadbed and the effect of protecting frozen soil in mean annual ground temperature. Compared with the normal duct-ventilation embankment, the cooling effect of the particle improved roadbed in cold season is less than that of the duct-ventilation roadbed,and the thermal shield effect is better than that of the particle improved roadbed in warm season. The ground temperature curve has the better tendency of the frozen soil protection. It is an active means of frozen soil protecton.

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黄明奎 汪稔 胡明鉴.青藏铁路粒径改良路基温控效果分析[J].土木与环境工程学报(中英文),2007,29(5):71-74. HUANG Ming-kui, WANG Ren, HU Ming-jian ,. Analysis on the Temperature-control Effect of the Particle Improved Roadbed in Qinghai-Tibet Railway[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2007,29(5):71-74.10.11835/j. issn.1674-4764.2007.05.014

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  • 最后修改日期:2007-05-09
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