首页> 中文期刊> 《寒旱区科学(英文版)》 >Applying the AHP-FUZZY method to evaluate the measure effect of rubble roadbed engineering in permafrost regions of Qinghai-Tibet Plateau: a case study of Chaidaer-Muli Railway

Applying the AHP-FUZZY method to evaluate the measure effect of rubble roadbed engineering in permafrost regions of Qinghai-Tibet Plateau: a case study of Chaidaer-Muli Railway

         

摘要

This article attempts to investigate the measure effect of rubble roadbed engineering in permafrost regions of Qinghai-Tibet Plateau.As a case study,Chaidaer-Muli Railway is used to evaluate the measure effect of rubble roadbed engineering in permafrost regions.The AHP (Analytic Hierarchy Process) method is thus employed to establish the evaluation indicator system.The evaluation factor is selected by analyzing the mutual relation between the permafrost environment and roadbed engineering.Thus,a hierarchical structure model is established based on the selected evaluation indices.Each factor is weighted to determine the status in the evaluation system,and grading standards are built for providing a basis for the evaluation.Then,the fuzzy mathematical method is introduced to evaluate the measure effect of rubble roadbed engineering in permafrost regions along the Chadaer-Muli Railway.Results show that most of the permafrost roadbed is in a preferable condition (b) along the Chaidaer-Muli Railway due to rubble engineering measures.This proportion reaches to 86.1%.The proportion in good (a),general (c) and poor states (d) are 0.0%,7.5% and 6.4%,respectively,in all the evaluation sections along the Chaidaer-Muli Railway.Ground-temperature monitoring results are generally consistent with AHP-FUZZY evaluation results.This means that the AHP-FUZZY method can be applied to evaluate the effect of rubble roadbed engineering measures in permafrost regions.The effect evaluation of engineering measures will provide timely and effective feedback information for further engineering design.The series of engineering measures will more effectively protect permafrost stability.

著录项

  • 来源
    《寒旱区科学(英文版)》 |2018年第6期|447-457|共11页
  • 作者单位

    State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China;

    State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China;

    State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China;

    State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China;

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  • 正文语种 eng
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