Taiga Saito , Yu Otake , Stephen Wu , Daiki Takano , Yuri Sugiyama , Ikumasa Yoshida
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引用次数: 0
Abstract
Geotechnical engineering continuously faces the challenge of accurately assessing a wide array of physical properties from limited soil data. To solve this problem using a data-driven approach, this study introduced an innovative local big indirect database (Local-BID) based on extensive sampling of Tokyo seabed clay and compared it with a comprehensive global big indirect database (Global-BID) compiling data from numerous international sites. The comparison revealed that data variability in Local-BID and Global-BID was almost identical, thereby highlighting fundamental issues such as the definition of “site” and the concept of parameter variability in geotechnical engineering. Through meticulous analysis, we explored the influences of database selection, quantity of observation points, and estimation indicators on the outcomes of hierarchical Bayesian estimation. Interestingly, while the medians of our estimates remained stable across varying conditions, the variance was strongly affected by these factors. Moreover, we critically reassessed the “site” definition used in hierarchical Bayesian models, which typically groups sites based on planar proximity without considering vertical stratification. Although this definition can fundamentally function, our findings suggested that incorporating stratigraphic classifications to define subsites could enhance site characteristic assessments and aid in understanding site similarity through a detailed analysis of soil composition variations.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.