Bayesian evidential learning of soil-rock interface identification using boreholes

Identification of the soil-rock interface of geological profiles has been a challenging task for underground construction because of lack of sufficient borehole data. Traditional spatial prediction methods for geostatistics require subjective assumptions in the functional form of the variograms or c...

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Main Authors: Yang, Haoqing, Chu, Jian, Qi, Xiaohui, Wu, Shifan, Chiam, Kiefer
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2023
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Online Access:https://hdl.handle.net/10356/171098
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1710982024-01-15T04:45:03Z Bayesian evidential learning of soil-rock interface identification using boreholes Yang, Haoqing Chu, Jian Qi, Xiaohui Wu, Shifan Chiam, Kiefer School of Civil and Environmental Engineering Engineering::Civil engineering Uncertainty Quantification Borehole Identification of the soil-rock interface of geological profiles has been a challenging task for underground construction because of lack of sufficient borehole data. Traditional spatial prediction methods for geostatistics require subjective assumptions in the functional form of the variograms or covariance models. This study aims to evaluate the uncertainty of the soil-rock interface using the Bayesian evidential learning (BEL) framework without the subjective assumptions. A borehole-intensive site is selected to investigate the impact of borehole number and layout on the estimation of the soil-rock interface. The BEL is further applied to predict the soil-rock interface for metro tunnelling, and the results are validated through geophysical interpretations. The study has shown that BEL can effectively learn the covariance features of the priors. The results underscore the importance of borehole planning in obtaining an optimal reduction in geological uncertainty. Sequential estimation of soil-rock interface can significantly reduce uncertainty in elevations across the site, particularly in areas near the boreholes. To mitigate biases in geophysical interpretation of the soil-rock interface, the utilization of BEL prediction could be beneficial. Ministry of National Development (MND) National Research Foundation (NRF) Submitted/Accepted version This work is supported by the National Research Foundation (NRF) of Singapore, under its Virtual Singapore program (Grant No. NRF2019VSG-GMS-001), and by the Singapore Ministry of National Development and the National Research Foundation, Prime Minister’s Office under the Land and Liveability National Innovation Challenge (L2 NIC) Research Program (Grant No. L2NICCFP2-2015-1). 2023-10-13T02:18:05Z 2023-10-13T02:18:05Z 2023 Journal Article Yang, H., Chu, J., Qi, X., Wu, S. & Chiam, K. (2023). Bayesian evidential learning of soil-rock interface identification using boreholes. Computers and Geotechnics, 162, 105638-. https://dx.doi.org/10.1016/j.compgeo.2023.105638 0266-352X https://hdl.handle.net/10356/171098 10.1016/j.compgeo.2023.105638 2-s2.0-85164225769 162 105638 en NRF2019VSG-GMS-001 L2NICCFP2-2015-1 Computers and Geotechnics © 2023 Elsevier Ltd. All rights reserved. This article may be downloaded for personal use only. Any other use requires prior permission of the copyright holder. The Version of Record is available online at http://doi.org/10.1016/j.compgeo.2023.105638. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
Uncertainty Quantification
Borehole
spellingShingle Engineering::Civil engineering
Uncertainty Quantification
Borehole
Yang, Haoqing
Chu, Jian
Qi, Xiaohui
Wu, Shifan
Chiam, Kiefer
Bayesian evidential learning of soil-rock interface identification using boreholes
description Identification of the soil-rock interface of geological profiles has been a challenging task for underground construction because of lack of sufficient borehole data. Traditional spatial prediction methods for geostatistics require subjective assumptions in the functional form of the variograms or covariance models. This study aims to evaluate the uncertainty of the soil-rock interface using the Bayesian evidential learning (BEL) framework without the subjective assumptions. A borehole-intensive site is selected to investigate the impact of borehole number and layout on the estimation of the soil-rock interface. The BEL is further applied to predict the soil-rock interface for metro tunnelling, and the results are validated through geophysical interpretations. The study has shown that BEL can effectively learn the covariance features of the priors. The results underscore the importance of borehole planning in obtaining an optimal reduction in geological uncertainty. Sequential estimation of soil-rock interface can significantly reduce uncertainty in elevations across the site, particularly in areas near the boreholes. To mitigate biases in geophysical interpretation of the soil-rock interface, the utilization of BEL prediction could be beneficial.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Yang, Haoqing
Chu, Jian
Qi, Xiaohui
Wu, Shifan
Chiam, Kiefer
format Article
author Yang, Haoqing
Chu, Jian
Qi, Xiaohui
Wu, Shifan
Chiam, Kiefer
author_sort Yang, Haoqing
title Bayesian evidential learning of soil-rock interface identification using boreholes
title_short Bayesian evidential learning of soil-rock interface identification using boreholes
title_full Bayesian evidential learning of soil-rock interface identification using boreholes
title_fullStr Bayesian evidential learning of soil-rock interface identification using boreholes
title_full_unstemmed Bayesian evidential learning of soil-rock interface identification using boreholes
title_sort bayesian evidential learning of soil-rock interface identification using boreholes
publishDate 2023
url https://hdl.handle.net/10356/171098
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