Probabilistic quasi-site-specific CPT-based soil classification

The current study compiles a database named CPT-USCS/3/2017 that consists of 2017 pairwise cone penetration test (CPT) versus Unified Soil Classification System (USCS) category data from 228 global sites. The current study also proposes a novel hierarchical Bayesian model (HBM) framework named USCS-HBM to learn the inter-site and intra-site characteristics in the database. The USCS-HBM trained by the database can produce a prior model for the target site, and this prior model is updated by the sparse target-site data into the quasi-site-specific model. The resulting quasi-site-specific model can be adopted to predict USCS categories based on CPT measurements. The proposed USCS-HBM framework explicitly addresses the challenge of site uniqueness in CPT-based soil classification as well as the practical challenge of sparse target-site data. Case studies and extensive cross-validations showed that the proposed USCS-HBM framework can provide meaningful prediction results for USCS categories based on CPT measurements even if the target-site data are sparse.

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Publication Details

Journal
Canadian Geotechnical Journal
Published
2025-01-01
DOI
https://doi.org/10.1139/cgj-2025-0413
Citations
1
Primary Topic
Geophysical Methods and Applications
Type
article
Field-Weighted Citation Impact
1.15
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article

Probabilistic quasi-site-specific CPT-based soil classification

Hassan Kamyab Farahbakhsh, Jianye Ching, Xiang Li
1 citations
Canadian Geotechnical Journal
Geophysical Methods and Applications
1.15
article

Probabilistic quasi-site-specific CPT-based soil classification

Hassan Kamyab Farahbakhsh, Jianye Ching, Xiang Li
article en
1 citations

Abstract

The current study compiles a database named CPT-USCS/3/2017 that consists of 2017 pairwise cone penetration test (CPT) versus Unified Soil Classification System (USCS) category data from 228 global sites. The current study also proposes a novel hierarchical Bayesian model (HBM) framework named USCS-HBM to learn the inter-site and intra-site characteristics in the database. The USCS-HBM trained by the database can produce a prior model for the target site, and this prior model is updated by the sparse target-site data into the quasi-site-specific model. The resulting quasi-site-specific model can be adopted to predict USCS categories based on CPT measurements. The proposed USCS-HBM framework explicitly addresses the challenge of site uniqueness in CPT-based soil classification as well as the practical challenge of sparse target-site data. Case studies and extensive cross-validations showed that the proposed USCS-HBM framework can provide meaningful prediction results for USCS categories based on CPT measurements even if the target-site data are sparse.

Canadian Geotechnical JournalVol. 62
National Taiwan University (TW), National Taipei University (TW)
Openalex Percentile: Top 20%
Geophysical Methods and Applications
1.15
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