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青藏高原多年冻土区公路智能选线方法

张驰 杨坤 汪双杰 杨宏志 邵广军

张驰, 杨坤, 汪双杰, 杨宏志, 邵广军. 青藏高原多年冻土区公路智能选线方法[J]. 交通运输工程学报, 2016, 16(4): 14-25. doi: 10.19818/j.cnki.1671-1637.2016.04.002
引用本文: 张驰, 杨坤, 汪双杰, 杨宏志, 邵广军. 青藏高原多年冻土区公路智能选线方法[J]. 交通运输工程学报, 2016, 16(4): 14-25. doi: 10.19818/j.cnki.1671-1637.2016.04.002
ZHANG Chi, YANG Kun, WANG Shuang-jie, YANG Hong-zhi, SHAO Guang-jun. Highway intelligent route selection method in permafrost region of Qinghai-Tibet Plateau[J]. Journal of Traffic and Transportation Engineering, 2016, 16(4): 14-25. doi: 10.19818/j.cnki.1671-1637.2016.04.002
Citation: ZHANG Chi, YANG Kun, WANG Shuang-jie, YANG Hong-zhi, SHAO Guang-jun. Highway intelligent route selection method in permafrost region of Qinghai-Tibet Plateau[J]. Journal of Traffic and Transportation Engineering, 2016, 16(4): 14-25. doi: 10.19818/j.cnki.1671-1637.2016.04.002

青藏高原多年冻土区公路智能选线方法

doi: 10.19818/j.cnki.1671-1637.2016.04.002
基金项目: 

国家科技支撑计划项目 2014BAG05B01

交通运输部应用基础研究项目 2014 319 812 170

中国博士后科学基金项目 2016M590915

详细信息
    作者简介:

    张驰(1981-), 男, 四川宜宾人, 长安大学副教授, 工学博士, 从事选线理论与道路仿真研究

  • 中图分类号: U412.1

Highway intelligent route selection method in permafrost region of Qinghai-Tibet Plateau

More Information
    Author Bio:

    ZHANG Chi(1981-), male, associate professor, PhD, +86-29-62630061, zhangchi@chd.edu.cn

  • 摘要: 为解决传统公路选线方法难以完全考虑青藏高原多年冻土区复杂地理环境的问题, 将地理信息系统(GIS)的空间数据分析技术与智能进化算法引入到多年冻土区的公路选线过程中。利用GIS进行青藏高原多年冻土区的空间数据挖掘, 从冻土病害影响因子的连续度和发育度方面考虑多年冻土区微地貌对公路选线的影响, 建立了冻土病害危险度计算模型。利用面向对象技术开发组件式GIS, 应用于青藏高原多年冻土区, 完成了对多年冻土区复杂地理信息的分析和提取。构建了线位优化遗传算法, 确立了自适应的迭代策略, 借助粒子群算法, 建立了基于遗传算法的路线优化模型。以青藏高原西大滩至昆仑山口路线走廊带某路段为例, 进行了公路智能选线研究, 经算法多次迭代后, 得到了最优的线位方案。研究结果表明: 在实际环境数据试验中, 遗传算法在迭代至第60代左右时得到危险度最低的优选方案, 其综合危险度稳定在3.75左右。可见, 青藏高原多年冻土区公路智能选线方法能够结合各类冻土病害的危险程度, 为公路线位布局指明冻土病害影响较小的区域, 有效兼顾了“主动保护多年冻土, 确保路基稳定, 生态环境友好, 布局经济合理”等要求, 可作为多年冻土区公路路线设计的参考方法。

     

  • 图  1  风险度评判流程

    Figure  1.  Assessment flow of risk degree

    图  2  静态缓冲分析结果

    Figure  2.  Static buffer analysis result

    图  3  指数衰减影响度曲线

    Figure  3.  Influence degree curve of exponential attenuation

    图  4  多年冻土区动态缓冲分析结果

    Figure  4.  Dynamic buffer analysis result of permafrost region

    图  5  实际数据试验缓冲分析结果

    Figure  5.  Buffer analysis result of actual experimental data

    图  6  青藏高原多年冻土区危险度识别结果

    Figure  6.  Risk degree identification result of permafrost region result of Qinghai-Tibet Plateau

    图  7  公路平面线形模型

    Figure  7.  Highway plane alignment model

    图  8  PSO-GA优化算法流程

    Figure  8.  Flow of PSO-GA optimization algorithm

    图  9  西大滩至昆仑山口地形

    Figure  9.  Topography between Xidatan and Kunlun Mountains pass

    图  10  公路选线流程

    Figure  10.  Flow of highway route selection

    图  11  迭代结果

    Figure  11.  Iteration results

    图  12  路线设计结果

    Figure  12.  Route design result

    表  1  判断矩阵的一般形式

    Table  1.   General form of judgment matrix

    表  2  随机一致性指标取值

    Table  2.   Values of random coincidence index

    表  3  准则层1中各因素的判断矩阵

    Table  3.   Judgment matrix of factors in criterion layer 1

    表  4  准则层1中各因素的相对权重

    Table  4.   Relative weights of factors in criterion layer 1

    表  5  危险度函数中的权重

    Table  5.   Weights of risk degree function

    表  6  准则层2中各因素的判断矩阵

    Table  6.   Judgment matrix of factors in criterion layer 2

    表  7  准则层2中各因素的相对权重

    Table  7.   Relative weights of factors in criterion layer 2

    表  8  连续度函数中的权重

    Table  8.   Weights of continuity degree function

    表  9  准则层3中各因素的判断矩阵

    Table  9.   Judgment matrix of factors in criterion layer 3

    表  10  0准则层3中各因素的相对权重

    Table  10.   Relative weights of factors in criterion layer 3

    表  11  1发育度函数中的权重

    Table  11.   Weights of development degree function

    表  12  2不同的标度分值所对应的冻土病害分级

    Table  12.   Scale classification of frozen soil disease corresponding to different scales scores

    表  13  3地块属性值与总危险度

    Table  13.   Block attribute values and total risk degrees

    表  14  4运行指标

    Table  14.   Operation indexes

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  • 收稿日期:  2016-06-21
  • 刊出日期:  2016-08-25

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