Coupled characterization of stratigraphic and geo-properties uncertainties – A conditional random field approach

地层 地质学 随机场 空间分析 钻孔 空间相关性 条件随机场 概率逻辑 表征(材料科学) 地质统计学 储层建模 领域(数学) 空间变异性 岩土工程 统计 数学 计算机科学 遥感 纳米技术 材料科学 纯数学 自然语言处理
作者
Wenping Gong,Chao Zhao,C. Hsein Juang,Yanjie Zhang,Huiming Tang,Yu-Chen Lu
出处
期刊:Engineering Geology [Elsevier BV]
卷期号:294: 106348-106348 被引量:25
标识
DOI:10.1016/j.enggeo.2021.106348
摘要

Site characterization, which aims to characterize the subsurface stratigraphic configuration and the associated geo-properties, has long been a significant challenge in geological and geotechnical practice. Due to the complexity and inherent spatial variability of the geological bodies and the limited availability of borehole data, uncertainty is unavoidable in the characterized subsurface stratigraphic configuration and the associated geo-properties. In previous studies, the stratigraphic uncertainty and the geo-properties uncertainty were characterized separately. This paper proposes a conditional random field approach for a coupled characterization of stratigraphic and geo-properties uncertainties. The spatial correlation of the stratum existence between different subsurface elements and the spatial correlation of geo-properties are characterized by two autocorrelation functions, determined with the maximum likelihood principle. With the knowledge of the spatial correlation of the stratum existence, the stratigraphic configuration can be sampled using a modified random field approach. Then, the spatial correlation of the geo-properties is updated based on the sampled stratigraphic configuration. With the updated spatial correlation of the geo-properties, the spatial distribution of the geo-properties can readily be simulated with the conditional random field theory. The effectiveness of the proposed approach is demonstrated through a case study of probabilistic site characterization of an offshore wind farm site in Taiwan. To extend the applicability of the proposed approach, a probabilistic evaluation of liquefaction potential at this site under a given seismic shaking level is performed.

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