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Application of fuzzy Delphi AHP method for the estimation and classification of Ghomrud tunnel from groundwater flow hazard

机译:模糊德尔菲AHP法在Ghomrud隧道地下水流危害估算与分类中的应用。

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Water inflow and water pressure controls are needed in the design, construction, and exploitation of tunnels. The objective of this paper is to present a new system which can be appropriate for rating tunnel sites to evaluate the potential of groundwater inflow according to the preliminary site investigation data. In this paper, an evaluation model based on combining the analytic hierarchy process and the fuzzy Delphi method has been presented for assessing tunnel site rating from the groundwater hazard point of view. This research treats the tunnel site classification as a group decision problem and applies the fuzzy logic theory as the criterion to calculate the weighting factors. Afterward, the proposed method was successfully applied to determine the amount of groundwater inflow into tunnels. Results of several case studies in various geological conditions roughly show that it can be used to determine the groundwater inflow into tunnels. The introduced method has been examined successfully in Ghomroud tunnel. Results from the proposed method, analytical equations, and observed groundwater inflow into Ghomrud tunnel have been compared. Results show that, because most of parameters regulating groundwater inflow into tunnels have been considered in the method, results from the method are very close to the observed groundwater inflow. Applying this method, according to preliminary investigations conducted by the designers, provides a more suitable design of the drainage system, drilling method, and tunnel support.
机译:在隧道的设计,建造和开发中需要进水量和水压控制。本文的目的是提出一种新系统,该系统可适合根据初步现场调查数据对隧道工地进行评级,以评估地下水流入的潜力。本文提出了一种基于层次分析法和模糊德尔菲法相结合的评价模型,用于从地下水灾害的角度评价隧道工地等级。该研究将隧道现场分类作为一个群体决策问题,并应用模糊逻辑理论作为计算加权因子的判据。之后,该方法被成功地应用于确定流入隧道的地下水量。在各种地质条件下的几个案例研究结果大致表明,它可用于确定流入隧道的地下水。所介绍的方法已经在Ghomroud隧道中得到了成功的检验。比较了所提出的方法,分析方程和观察到的地下水流入Ghomrud隧道的结果。结果表明,由于该方法已经考虑了调节地下水流入隧道的大多数参数,因此该方法的结果与观测到的地下水流入非常接近。根据设计人员进行的初步研究,采用此方法可提供更合适的排水系统,钻井方法和隧道支护设计。

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    《Arabian Journal of Geosciences》 |2012年第2期|p.275-284|共10页
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