应用落石生存概率模型的实践思考

IF 0.3 Q4 ENGINEERING, GEOLOGICAL
D. Guccione, O. Buzzi, K. Thoeni, A. Giacomini, S. Fityus
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引用次数: 1

摘要

落石破碎是一种常见且非常复杂的现象,人们对其了解不足,也很少建模。当下落的石块在撞击中破碎时,它们的形状和大小会发生变化,动能会分布在碎片之间。为了有效地设计缓解措施,在模拟落石轨迹时,有必要充分考虑碎片。为此,需要更好地了解碎片化过程、其发生及其可能的结果。作者最近提出了一种新的模型,该模型可以根据标准准静态试验(巴西试验和无侧限压缩试验)获得的材料参数的统计分布来预测脆性球体在撞击时的生存概率(SP)。该模型预测了两个威布尔参数(形状参数-m和尺度参数-临界动能),用于定义SP。该模型基于理论推导的(赫兹接触理论)转换因子,用于将圆盘样品在准静态间接张力下失效所需的临界功转换为在垂直跌落试验中导致球体在冲击下失效的临界动能。本文的目的是在分析巴西测试结果和实现可接受预测所需的巴西测试数量方面,为该模型提供一些实用的见解。第一项分析强调了在巴西测试中破坏样本所需的力分布的重要性,并应用了一种常见的基于统计的异常值去除方法来减少与操作员相关的实验误差。在消除异常数据后,预测质量得到了提高,特别是在巴西压缩中用于导出模型输入参数的样本直径的影响显著降低。后一点意味着尺寸效应得到了充分的捕捉。第二项分析显示,测试次数较少的批次变异性最高,并且随着采样测试次数的增加,变异性逐渐减少。基于这些结果,建议使用至少30个巴西检验,并使用本文中提出的简单统计方法去除异常值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Practical Considerations For The Application Of A Survival Probability Model For Rockfall
Rockfall fragmentation is a common and very complex phenomenon that is still inadequately understood and rarely modelled. When falling rock blocks break upon impact, their shape and size change and the kinetic energy is distributed amongst fragments. To efficiently design mitigation measures, it is necessary to adequately account for fragmentation when modelling rockfall trajectories. To do so, a better understanding of the fragmentation process, its occurrence and its likely outcomes is needed. The authors have recently proposed a novel model which can predict the survival probability (SP) of brittle spheres upon impact from the statistical distribution of material parameters, obtained by standard quasi- static tests (Brazilian tests and unconfined compression tests). The model predicts two Weibull parameters (shape parameter -m- and scale parameter – critical kinetic energy) that are used to define the SP. The model is based on theoretically-derived (from Hertzian contact theory) conversion factors used to transform the critical work required to fail disc samples in quasi-static indirect tension into the critical kinetic energy to cause failure of spheres at impact in vertical drop tests. The objective of this paper is to provide some practical insights into this model in relation of the analysis of the Brazilian test results and the number of Brazilian tests required to achieve an acceptable prediction. A first analysis highlights the importance of distribution of forces required to break the specimens in Brazilian tests and a common statistical based outlier removal methodology was applied to reduce the experimental error associated with the operator. After eliminating the outlier data, the quality of prediction is improved and, in particular, the influence of the specimen diameter used in Brazilian compressions to derive the model input parameter is significantly reduced. This latter point implies that the size effect is adequately captured. The second analysis reveals the highest variability for batches with low number of tests and a progressive reduction as the number of sampled test increases. Based on these results, it is suggested to use at least 30 Brazilian tests and remove outliers using the simple statistical approach presented in the paper.
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来源期刊
Australian Geomechanics Journal
Australian Geomechanics Journal ENGINEERING, GEOLOGICAL-
CiteScore
0.40
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0.00%
发文量
1
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