基于 MCS 的量化值方法,用于隧道工作面支护压力的可靠性设计

IF 8.2 1区 工程技术 Q1 ENGINEERING, CIVIL
Bin Li, Changxing Wang, Hong Li
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引用次数: 0

摘要

本文从量化值的角度出发,为隧道工作面支护压力的可靠性设计(RBD)开发了一种新方法。本文构建了一个代理模型,用于计算蒙特卡罗模拟(MCS)一次运行所产生的随机样本的塌方压力。然后得到坍塌压力的累积分布函数 (CDF),并选择目标失效概率的支撑压力作为坍塌压力的上量值。与现有方法相比,所提出的方法无需重复进行可靠性分析。此外,目标失效概率与所需支撑压力之间建立了直接关系。我们使用了一个示例来演示实施程序。通过直接将 MCS 与三维数值模拟相结合,验证了基于可靠性的支撑压力的准确性。最后,研究了影响因素,包括 MCS 的样本大小、随机变量之间的相关系数、实验点的选择以及代用模型。由于该方法具有简便、高效的优点,可以对现有方法起到补充作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
MCS-based quantile value approach for reliability-based design of tunnel face support pressure

This paper develops a new approach for reliability-based design (RBD) of tunnel face support pressure from a quantile value perspective. A surrogate model is constructed to calculate the collapse pressures of the random samples generated by a single run of Monte Carlo simulation (MCS). The cumulative distribution function (CDF) of the collapse pressure is then obtained and the support pressure aiming at a target failure probability is chosen as the upper quantile value of the collapse pressures. The proposed approach does not require repetitive reliability analyses compared to the existing methods. Moreover, a direct relationship between the target failure probability and the required support pressure is established. An illustrative example is used to demonstrate the implementation procedure. The accuracy of the reliability-based support pressures is verified by direct MCS incorporating with three-dimensional numerical simulations. Finally, the influencing factors, including the sample size of MCS, the correlation coefficient between random variables, the choice of experimental points, and the surrogate model, are investigated. This method can play a complementary role to available approaches due to its advantages of simplicity and efficiency.

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来源期刊
Underground Space
Underground Space ENGINEERING, CIVIL-
CiteScore
10.20
自引率
14.10%
发文量
71
审稿时长
63 days
期刊介绍: Underground Space is an open access international journal without article processing charges (APC) committed to serving as a scientific forum for researchers and practitioners in the field of underground engineering. The journal welcomes manuscripts that deal with original theories, methods, technologies, and important applications throughout the life-cycle of underground projects, including planning, design, operation and maintenance, disaster prevention, and demolition. The journal is particularly interested in manuscripts related to the latest development of smart underground engineering from the perspectives of resilience, resources saving, environmental friendliness, humanity, and artificial intelligence. The manuscripts are expected to have significant innovation and potential impact in the field of underground engineering, and should have clear association with or application in underground projects.
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