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首页> 外文期刊>Canadian Geotechnical Journal >Diagnosis of embankment dam distresses using Bayesian networks. Part II. Diagnosis of a specific distressed dam
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Diagnosis of embankment dam distresses using Bayesian networks. Part II. Diagnosis of a specific distressed dam

机译:利用贝叶斯网络诊断堤坝大坝遇险。第二部分诊断特定的水坝

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摘要

Based on prior information on common characteristics of dam distresses extracted from the dam distress database described in a companion paper, this paper attempts to extend the technique of Bayesian networks to the diagnosis of a specific distressed dam. The diagnosis is conducted by combining two sources of information, i.e., global-level knowledge from the database and project-specific evidence. Based on results of the diagnosis, key distress factors for a specific dam can be identified and suitable remedial measures can be suggested. Further, the Bayesian network analysis is conducted to evaluate the effectiveness of the adopted remedial measures. A case study on the diagnosis of a distressed embankment dam, Chenbihe Dam, with seepage problems is presented to illustrate the methodology. In this case study, the observed leakage rates, seepage exit locations, and boundary conditions of the embankment are used as project-specific evidence.
机译:基于伴随文件中描述的从大坝遇险数据库中提取的大坝遇险特征的先验信息,本文试图将贝叶斯网络技术扩展到特定遇险大坝的诊断。诊断是通过结合两种信息源进行的,即,来自数据库的全球性知识和针对特定项目的证据。根据诊断结果,可以确定特定大坝的关键遇险因素,并可以提出适当的补救措施。此外,进行贝叶斯网络分析以评估所采取的补救措施的有效性。结合实例分析了陈壁河水库大坝堤坝渗水问题的诊断方法。在本案例研究中,所观察到的泄漏率,渗流出口位置和路堤边界条件被用作特定于项目的证据。

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