Dissertation
Dissertation > Transportation > Road transport > Tunnel project > Tunnel maintenance, repair,and technological innovation > Natural disasters and measures

Study on Forcasting of Frost Damage and Antifreezing Strategies of Tunnel in Cold Area

Author SuLinJun
Tutor ChouWenGe
School Southwest Jiaotong University
Course Bridge and Tunnel Engineering
Keywords Cold region tunnels Freezing Forecast Countermeasure Application
CLC U457.5
Type Master's thesis
Year 2007
Downloads 345
Quotes 10
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As China's transportation infrastructure development , highways, railway tunnels appeared in large numbers . Western development strategy in this important national policy implementation so that the tunnel project has been gradually to harsh natural conditions , the sparsely populated high latitudes or high altitude cold regions extending . Construction of tunnels in cold regions than in the general region to face more complex technical problems, especially the tunnel freezing problem . Ours is a widely distributed in cold region tunnels country , to carry out countermeasures freezing cold region tunnels has important practical significance. Papers on the world 's freezing cold region tunnels phenomena and to investigate anti- freezing measures based on the analysis of the freezing cold region tunnels mechanism was studied , the main factors for the formation of frost damage were analyzed and summed up in cold region tunnels may frost damage occurring phenomenon , put forward for the country 's anti- freeze in cold region tunnels countermeasures . Thesis Niger Lang Cairn Tunnel engineering background , the tunnel under the temperature field, frost heave force and insulation thickness calculation . Calculated using the finite element method through the tunnel in the pre-and post- temperature field through , got the maximum freezing depth of the tunnel is 1.8 m ; using the temperature field calculation results into the stress field , and seek a maximum of 1.66 tunnel frost heave force MPa, rock tunnel lining can withstand frost force loads and joint action . Final calculation to determine entrance with insulation thickness of 5 cm, hole figure of 4 cm . Freezing cold region tunnels fortification measures, ranging from large in terms of law can be divided into insulation , waterproofing and drainage method, heating method, structural fortification laws. Specific terms are: PSD , sun roof , set the insulating layer , strengthen lining, reinforced rock freeze-thaw resistance , heating gutters , export insulation technology, deep center drain hole and so on.

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