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兰新线某段路基冻害影响因素的正交设计
引用本文:陈学喜,于春海,杨有海.兰新线某段路基冻害影响因素的正交设计[J].低温建筑技术,2009,31(10):103-104.
作者姓名:陈学喜  于春海  杨有海
作者单位:1. 兰州铁路局兰西工务段,兰州,780000
2. 兰州交通大学土木工程学院,兰州,730070
摘    要:通过正交试验设计方法进行计算和分析,得出兰新线某路段路基冻害影响程度最大的影响因素,从而为兰新线某路段路基冻害整治提供参考依据,并以最大影响因素为重点,设计整治方案。

关 键 词:冻害  正交试验设计  影响因素  冻害整治

ORTHOTROPIC TEST ANALYSIS METHOD FOR ROAD FOUNDATION FREEZE INJURY IN A SECTION OF LANZHOU-XINJIANG RAILWAY
Affiliation:CHEN Xue-xi, YU Chun-hai, YANG You-hai ( 1. Lanzhou Railway Bureau LanXi engineering section, Lanzhou, 730000, China; 2. School of Civil Engineering, Lanzhou Jiaotong University, l_anzhou, 730070, China)
Abstract:As the freezing of the importance of different factors,dealing with programs are also different.According to gray correlation method of calculation and analysis,arriving at the biggest factors for the Lanzhou-Xinjiang Railway in a section of road foundation damage and put things in order to provide reference and influencing factors with the greatest emphasis on the design of remediation programs.
Keywords:freeze injury  orthotropic  test factors  freezing remediation
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