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基于灰熵法的隧道路面沥青层剪应力影响因素
引用本文:徐卫东,商健林.基于灰熵法的隧道路面沥青层剪应力影响因素[J].山西建筑,2009,35(19):260-261.
作者姓名:徐卫东  商健林
作者单位:1. 江苏宁沪高速公路股份有限公司,江苏,南京,210049
2. 南京道润交通科技有限公司,江苏,南京,210002
摘    要:利用灰关联熵分析法研究了沥青层厚度、水平荷载、竖直荷载及模量对隧道路面沥青层剪应力影响的显著程度,研究表明,水平荷载作用是影响沥青层剪应力的主要因素,对隧道内车辆运营控制及沥青层材料选择提出建议,从而为隧道路面设计及运营控制积累经验。

关 键 词:隧道路面  沥青层剪应力  影响因素  灰关联熵

On analysis of influential factors on shearing force of asphalt layer on tunnel pavement based on gray entropy method
XU Wei-dong,SHANG Jian-lin.On analysis of influential factors on shearing force of asphalt layer on tunnel pavement based on gray entropy method[J].Shanxi Architecture,2009,35(19):260-261.
Authors:XU Wei-dong  SHANG Jian-lin
Affiliation:XU Wei-dong SHANG Jian-lin
Abstract:By using the analysis of grey relation entropy method, the paper researches the cleptn ot asphalt layer, horizontal load, vertical load, and the apparent level of the modulus on the sheafing of the asphalt layer on tunnel pavement. It is showed that the horizontal load is the main factor on the sheafing of the asphalt layer, and the suggestions are given for the vehicle operation control and the selection for the materials of asphalt layer, so as to accumulate experience for the tunnel pavement design and vehicle operation control.
Keywords:tunnel pavement  sheafing of asphalt layer  influential factor  grey relation entropy method
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