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A hybrid fuzzy evaluation method for curtain grouting efficiency assessment based on an AHP method extended by D numbers

机译:基于A数扩展的AHP法的帷幕灌浆效率的模糊综合评估方法。

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Curtain grouting is designed to create a hydraulic barrier that reduces water seepage under a dam foundation. However, due to the inability of observing grout penetration in the fractures and voids under a dam foundation, it is difficult to assess grouting effectiveness. Existing single-factor evaluation methods, including in situ water pressure tests (WPT), numerical modeling and experiments, cannot estimate the grouting efficiency from the perspectives of both permeability and tightness. This paper proposes a hybrid fuzzy comprehensive evaluation method to assess curtain grouting efficiency by considering both the permeability and tightness of a grout curtain. Permeability (LU), Rock Quality Designation (RQD), and the Fracture Filled Rate (i.e., the ratio of the fractures filled by grout, FFR), as derived from water pressure tests, core specimen drilling and bore-hole television imaging, are the key assessment parameters of grouting efficiency. A three-level hierarchical model of curtain grouting efficiency assessment is established that considers permeability and tightness as criteria and LU, RQD and FFR as alternatives. Because determining the weights of the alternatives is a fuzzy and uncertain problem, the D-AHP method, which extends traditional AHP with D numbers and can handle uncertain problems more effectively, is introduced to determine the weights of the alternatives. The detailed procedures of the proposed hybrid evaluation method are demonstrated step by step. A case study is presented to evaluate the curtain grouting efficiency of a hydropower project in China. The results indicate that low permeability does not result in high grouting efficiency because although the RQD and FFR may be very low, only low permeability, high RQD and high FFR indicate high grouting efficiency. The proposed method provides a detailed understanding of grouting efficiency evaluation; with the help of an efficiency index (El), the grouting efficiency of grouted units or areas can be easily marked and classified. (C) 2015 Elsevier Ltd. All rights reserved.
机译:帷幕灌浆旨在创建水力屏障,从而减少大坝基础下的渗水。但是,由于无法观察大坝基础下裂缝和空隙中的灌浆渗透,因此很难评估灌浆效果。现有的单因素评估方法,包括原位水压测试(WPT),数值模型和实验,都无法从渗透率和密封性两个角度来评估灌浆效率。本文提出了一种混合模糊综合评价方法,通过同时考虑灌浆帷幕的渗透性和密封性来评估帷幕灌浆效率。由水压测试,岩心标本钻探和钻孔电视成像得出的渗透率(LU),岩石质量指标(RQD)和裂缝填充率(即,由灌浆填充的裂缝的比率FFR)是灌浆效率关键评价指标。建立了帷幕灌浆效率评估的三级层次模型,该模型以渗透性和密封性为标准,以LU,RQD和FFR为替代方案。由于确定替代方案的权重是一个模糊且不确定的问题,因此引入了D-AHP方法来确定替代方案的权重,该方法用D数扩展了传统AHP,可以更有效地处理不确定性问题。逐步演示了所提出的混合评估方法的详细过程。提出了一个案例研究,以评估中国水电项目的帷幕灌浆效率。结果表明,低渗透率不会导致高灌浆效率,因为尽管RQD和FFR可能非常低,但只有低渗透率,高RQD和高FFR才表明高灌浆效率。所提出的方法提供了对灌浆效率评估的详细理解;借助效率指数(El),可以轻松标记和分类注浆单元或区域的注浆效率。 (C)2015 Elsevier Ltd.保留所有权利。

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