李寻昌, 李俊, 赵海南, 闫成龙. 2018: 基于多属性决策的抗滑桩截面优选研究. 工程地质学报, 26(s1): 435-441. DOI: 10.13544/j.cnki.jeg.2018098
    引用本文: 李寻昌, 李俊, 赵海南, 闫成龙. 2018: 基于多属性决策的抗滑桩截面优选研究. 工程地质学报, 26(s1): 435-441. DOI: 10.13544/j.cnki.jeg.2018098
    LI Xunchang, LI Jun, ZHAO Hainan, YAN Chenglong. 2018: THE OPTIMIZATION OF ANTI-SLIDE PILE'S CROSS SECTION BASED ON MULTI-ATTRIBUTE DECISION MAKING. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 435-441. DOI: 10.13544/j.cnki.jeg.2018098
    Citation: LI Xunchang, LI Jun, ZHAO Hainan, YAN Chenglong. 2018: THE OPTIMIZATION OF ANTI-SLIDE PILE'S CROSS SECTION BASED ON MULTI-ATTRIBUTE DECISION MAKING. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 435-441. DOI: 10.13544/j.cnki.jeg.2018098

    基于多属性决策的抗滑桩截面优选研究

    THE OPTIMIZATION OF ANTI-SLIDE PILE'S CROSS SECTION BASED ON MULTI-ATTRIBUTE DECISION MAKING

    • 摘要: 抗滑桩的截面目前主要存在两种形式,分别为圆形和矩形,这两种截面桩都可以起到很好的抗滑作用,但都有着各自的优势和缺点。为了最大地发挥这两种桩的优势,经济、合理地选择桩截面类型,本文通过多属性决策方法,分别选取施工场地要求、施工难度、工期、工程造价、施工风险性等因素,利用决策属性之间的权重关系,对这两种截面桩在工程中的应用进行了优选研究,表明:根据AOWEA算子建立关于抗滑桩截面类型优选方案模型,通过计算解得:桩截面类型优选结果为S1 S2。在抗滑桩满足治理要求、施工技术合理、保证滑坡治理安全性的原则下,在施工场地条件好、工期要求急迫的情况下,求解得到圆形截面桩施工方案优于矩形截面桩。最后通过具体工程实例进行了说明,以期该研究能对抗滑桩的工程应用提供借鉴和参考。

       

      Abstract: The cross section of anti-slide pile mainly has two forms, rectangle and circle respectively. These two forms play important roles in slide resistance, while they have their own strengths and weaknesses. In view of bringing out the utmost strengths of them and choosing the optimal type of cross section economically and reasonably, this article, through multi-attribute decision making, takes the construction site requirements, construction difficulty, construction period, manpower and machinery, engineering cost and construction risk into consideration. Then it also makes use of the weight of the decision attributes to implement the optimization of anti-slide pile's cross section in construction. It demonstrates that, the optimization model, based on the AOWEA operator, can find out the optimization result S1 S2 finally. With the requirement of management, reasonable construction technology and safety of landslide control and under the circumstance of the good construction site conditions and the urgent time requirement, the construction scheme of circular cross section of anti-slide pile is much better than that of rectangle. Eventually illustrating by the specific construction projects, this optimization can serve as the reference and guidance for construction application in anti-slide cross section.

       

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