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哈尔滨-齐齐哈尔客运专线路基防冻工程模型试验研究
引用本文:董元宏,牛永红,崔维孝,牛富俊. 哈尔滨-齐齐哈尔客运专线路基防冻工程模型试验研究[J]. 冰川冻土, 2014, 36(4): 828-835. DOI: 10.7522/j.issn.1000-0240.2014.0099
作者姓名:董元宏  牛永红  崔维孝  牛富俊
作者单位:1. 中交第一公路勘察设计研究院有限公司 多年冻土区公路建设与养护技术交通行业重点实验室, 陕西 西安 710065;2. 中国科学院 寒区旱区环境与工程研究所 冻土工程国家重点实验室, 甘肃 兰州 730000;3. 铁道第三勘察设计院集团有限公司, 天津 300142
基金项目:国家科技支撑计划项目(2014BAG05B01;2014BAG05B03);交通运输部重大专项(2013 318 490 010);交通运输部科技项目(2012 319 495 030)资助
摘    要:
季节冻土地区修筑铁路客运专线面临着严重的路基冻胀问题,为研究保温板(XPS)在季节冻土地区路基工程中的防冻胀效果,开展了室内模型试验研究. 试验结果表明:经过2个周期的试验,保温板上下温差十分明显,保温板上下温差在负温期高于正温期,保温板下土体冻结速率随保温板厚度的增加而减小. 30 cm保温板下黄土的含水率随冻融过程呈单一变化规律,其他3个试验模型土体含水率在冻结开始时先减小,冻结结束时增大,最终保持稳定的趋势. 4个试验模型中的下层土体冻胀量均远大于上层土体,无保温板黄土试验模型冻胀量远大于其他3个保温板试验模型;AB料冻胀量随保温板厚度的增加而减小,AB料冻胀率远小于黄土冻胀率. 因此,在季节冻土地区路基设计中宜采用保温板路基,路基填料优先采用AB料.

关 键 词:客运专线  保温板  温度  水分  变形  
收稿时间:2014-03-15
修稿时间:2014-06-24

Model test study on the anti-frost engineering along the Harbin-Qiqihar Passenger Dedicated Railway
DONG Yuanhong,NIU Yonghong,CUI Weixiao,NIU Fujun. Model test study on the anti-frost engineering along the Harbin-Qiqihar Passenger Dedicated Railway[J]. Journal of Glaciology and Geocryology, 2014, 36(4): 828-835. DOI: 10.7522/j.issn.1000-0240.2014.0099
Authors:DONG Yuanhong  NIU Yonghong  CUI Weixiao  NIU Fujun
Affiliation:1. Key Laboratory of Highway Construction andMaintenance Technology in Permafrost Regions of Ministry of Transport, CCCC First Highway Consultants Co., Ltd, Xi'an 710065, China;2. State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China;3. The Third Railway Survey and Design Institute Group Corporation, Tianjin 300142, China
Abstract:
In seasonally frozen soil regions, the construction of passenger dedicated railway meets severe frost heaving problem. A laboratory model test was carried out to investigate the anti-frost effect of XPS insulation board. The test result shows that the temperature difference between upside and downside of an insulation board is obvious after two test cycles. The temperature difference between the upside and downside of an insulation board is higher in negative air temperature period than that in positive air temperature period. The freezing rate below the insulation board decreases with insulation board thickness. The moisture content variation with time is monotonous for the model of loess model with 30-cm insulation board. For the other three models, the moisture content decreases at the beginning of freezing and increases at the end of freezing, and keeps stable finally. For all four test models, the frost heaving of the deeper soil is far larger than that of the shallow soil. The frost heaving of the loess model with no insulation board is far larger than that of the other three models with insulation board. The frost heaving of AB group filling material decreases with thickness of insulation board. The frost-heaving rate of the AB group filling material is smaller than that of loess. As conclusion, insulation board and AB group filling material are suggested to apply in the railway design in seasonally frozen soil regions.
Keywords:passenger dedicated railway  insulation board  temperature  moisture  deformation  
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