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A case method approach for interactive risk analysis of tunnel 'design-for-constructability' concept.

机译:隧道“可施工性设计”概念交互式风险分析的案例方法。

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摘要

This thesis introduces approaches dealing with the inherent in rock engineering uncertainty. Uncertainty arises from our inability to form a complete structure of the rock mass before construction, during the design stage of a project, as well as our inability to comprehend fully interactions between rock mass and excavation domains.; By combining prior knowledge, related to a frequency function that geologic parameters affecting construction in rock are likely to follow, with experts' valuations, a range of possible rock mass conditions to be anticipated during construction is generated. This is used to establish the reliability of a design solution as well as the risk associated with a bidding price. Therefore, a comparison is possible between alternative designs on the basis of reliability and cost of a design solution.; Procedures are provided for incorporating the generated range of rock mass conditions with approaches to rock engineering design using simulation, and the Point Estimate Method. The decision tree method assists in deciding on the extent of an exploration program using the minimum expected opportunity cost as the selection criterion of an exploration-method of excavation. To depict uncertainty in tunnel construction, cost and time per excavated tunneling meter were correlated with the Rock Mass Rating index.; Using the Systems Design Methodology (SDM) for rock engineering enhanced by the elements of this work, a system of three objectives and their associated design components was defined that could have prevented a dispute between the owner and the contractor for Hex River Railroad Tunnel in South Africa. The development of the case study in the format of the SDM provided a method for case analysis, setting a framework for possible case study guidelines in rock engineering.; To identify interactions in rock tunneling a specific cause-and-effect matrix for rock tunneling was composed from information in literature. A dynamic representation of this matrix was investigated in respect to its potential for providing an index for predicting the "excavability" of rock mass conditions, using fuzzy cognitive maps.; A computer representation of the knowledge gained from this work is also part of this thesis.
机译:本文介绍了处理岩石工程不确定性的内在方法。不确定性源于我们在施工之前,项目设计阶段无法形成岩体的完整结构,以及我们无法全面理解岩体与开挖区域之间的相互作用。通过将与频率函数相关的先验知识与影响岩石施工的地质参数可能遵循的频率函数相结合,并结合专家的评估,可以生成在施工期间预期的一系列可能的岩体条件。这用于建立设计解决方案的可靠性以及与投标价格相关的风险。因此,可以根据设计解决方案的可靠性和成本在替代设计之间进行比较。提供了将生成的岩体条件范围与使用模拟和点估计法进行岩石工程设计的方法相结合的程序。决策树方法使用最小的预期机会成本作为挖掘探索方法的选择标准,有助于确定勘探计划的范围。为了描述隧道施工的不确定性,将每台开挖隧道仪的成本和时间与岩体质量指数相关联。使用这项工作的要素增强的岩石工程系统设计方法论(SDM),定义了一个由三个目标及其相关设计组成部分组成的系统,该系统可以防止业主和南部Hex River铁路隧道承包商之间的纠纷非洲。以SDM格式进行的案例研究的发展提供了一种案例分析方法,为岩石工程中可能的案例研究指南建立了框架。为了确定岩石隧道中的相互作用,根据文献资料组成了岩石隧道的特定因果矩阵。使用模糊认知图,研究了该矩阵的动态表示形式,以提供潜在的预测岩体条件“可挖掘性”的指标。从这项工作中获得的知识的计算机表示形式也是本论文的一部分。

著录项

  • 作者

    Kalamaras, George S.;

  • 作者单位

    The Pennsylvania State University.;

  • 授予单位 The Pennsylvania State University.;
  • 学科 Engineering Mining.; Engineering Civil.
  • 学位 Ph.D.
  • 年度 1996
  • 页码 218 p.
  • 总页数 218
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 矿业工程;建筑科学;
  • 关键词

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