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Fast CPT-based soil stratification using reversible jump Markov chain Monte Carlo simulation

  • Cong Miao
  • , Zi-Jun Cao*
  • , Xuan-Hao Wang
  • , Lu-Yu Ju
  • , Shuo Zheng
  • *Corresponding author for this work

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

Abstract

Cone penetration test (CPT) is widely used in geotechnical site investigation. Several methods have been developed to automatically identify soil stratigraphy based on a single CPT sounding, which is an essential step in interpreting CPT data. Among existing methods, Bayesian methods allow probabilistic reasoning of soil stratigraphy from a given CPT sounding with explicit uncertainty quantification. However, Bayesian soil stratification methods based on CPT data tend to be computationally de-manding or even prohibitive, particularly at sites with excessive soil strata due to the high dimensionality of soil stratification models. To address this issue, this study proposes a Bayesian method for fast soil stratification based on a single CPT sounding using a trans-dimensional sampling technique known as reversible jump Markov chain Monte Carlo (RJMCMC) simulation. The RJMCMC simulation is specifically tailored for Bayesian soil stratification by developing proposal distributions for three different Markov chain moves. The proposed method is illustrated and validated using benchmark examples and two real-life CPT soundings. It accomplishes CPT-based probabilistic soil stratification within 1–2 min. The computational time is generally unaffected by CPT sounding depth or the number of soil layers, making it feasible to stratify soil profiles with an excessive number of soil layers. © 2025 The Authors.
Original languageEnglish
JournalCanadian Geotechnical Journal
Volume62
Online published9 Apr 2025
DOIs
Publication statusPublished - 2025

Funding

The first author, fourth author, and fifth author would like to thank ISSMGE TC304 for providing an opportunity to attend ISSMGE TC304 Student Competition held in conjunction with ESREL 2019. This proposed algorithm was originally de-vised to attend the competition. Following the competition, the study is further extended to improve the accuracy and ef-ficiency by revising the prior distribution, RJMCMC proposal distributions, and posterior sample analyses and by updating the results. This work was supported by grants from National Natural Science Foundation of China (Project No. 52278368), and Natural Science Foundation of Sichuan Province (Project Nos. 24NSFSC2017). The financial support is gratefully ac-knowledged.

Research Keywords

  • Bayesian method
  • cone penetration test
  • reversible jump Markov chain Monte Carlo
  • soil stratification
  • uncertainty quantification

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