ABSTRACT

The presence of noisy data or outliers in borehole drilling and piezocone penetration test (CPTU) may lead to biased quantification of uncertainties for soil classification and soil property evaluation. Several statistical methods have been proposed in the literature to identify and filter such noisy data; nevertheless, they may not properly interpret the physical meaning of noisy data. This study incorporates a widely used CPTU-based soil classification chart into a coupled Bayesian machine learning method to achieve noise filtering in the integration of borehole and CPTU data. CPTU data are converted to soil behavior types or soil zones based on the soil classification chart and probabilistically related to the authentic soil types by a transition probability matrix under the Bayesian framework. The proposed method is demonstrated by the probabilistic site characterization of the Hong Kong-Zhuhai-Macao Bridge project. Results indicate that noisy data far away from the dominating data set can be properly identified and separated. The proposed model successfully captures the variation of major soil strata revealed by borehole logs and simultaneously identifies the minor variations of significant thin layers recorded by the CPTU data. A sensitivity study indicates that the spatial autocorrelation of soil type should be properly considered in the noise filtering of soil classification.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Boulanger, R. W., and DeJong, J. T. (2018). “Inverse filtering procedure to correct cone penetration data for thin-layer and transition effects.” Proc. of the 4th International Symposium on Cone Penetration Testing (CPT’18), Delft, the Netherlands, p. 25–44.
Ching, J., Wang, J. S., Juang, C. H., and Ku, C. S. (2015). “Cone penetration test (CPT)-based stratigraphic profiling using the wavelet transform modulus maxima method.” Can. Geotech. J. 52(12), 1993–2007.
Du, Y., Zhu, L., Zou, H., Zhang, L., Cai, G., and Liu, S. (2020). “Evaluation of CPTU-based soil classification charts for offshore sediments in Pearl River Delta, China.” Geo-Congress 2020: Modeling, Geomaterials, and Site Characterization (GSP 317), p. 663–639.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone Penetration Testing in Geotechnical Practice. Blackie Academic and Professional, London.
Mayne, P. W. (2007). Cone Penetration Testing: A Synthesis of Highway Practice., National Academies Press, Washington, D.C.
Phoon, K. K., Ching, J., and Shuku, T. (2022). “Challenges in data-driven site characterization.” Georisk 16(1), 114–126.
Phoon, K. K., and Zhang, W. (2022). “Future of machine learning in geotechnics.” Georisk 1–16. DOI: https://doi.org/10.1080/17499518.2022.2087884.
Robertson, P. K. (1990). “Soil classification using the cone penetration test.” Can. Geotech. J. 27(1), 151–158.
Xiao, T., Li, D. Q., Cao, Z. J., and Zhang, L. M. (2018). “CPT-based probabilistic characterization of three-dimensional spatial variability using MLE.” J. Geotech. Geoenviron. Eng. 144(5), 04018023.
Xiao, T., Zou, H. F., Yin, K. S., Du, Y., and Zhang, L. M. (2021). “Machine learning‑enhanced soil classification by integrating borehole and CPTU data with noise filtering.” Bull. Eng. Geol. Environ. 90, 9157–9171.
Zhao, T., and Wang, Y. (2020). “Interpolation and stratification of multilayer soil property profile from sparse measurements using machine learning methods.” Eng. Geol. 265, 105430.
Zhao, T., Xu, L., and Wang, Y. (2020). “Fast non-parametric simulation of 2D non-stationary cone penetration test (CPT) data without pre-stratification using Markov Chain Monte Carlo simulation.” Eng. Geol. 273, 105670.
Zheng, S., Zhu, Y. X., Li, D. Q., Cao, Z. J., Deng, Q. X., and Phoon, K. K. (2021). “Probabilistic outlier detection for sparse multivariate geotechnical site investigation data using Bayesian learning.” Geosci. Front. 12(1), 425–439.
Zou, H., Liu, S., Cai, G., Puppala, A. J., and Bheemasetti, T. (2017). “Multivariate correlation analysis of seismic piezocone penetration (SCPTU) parameters and design properties of Jiangsu quaternary cohesive soils.” Eng. Geol. 228, 11–38.

Information & Authors

Information

Published In

Go to Geo-Risk 2023
Geo-Risk 2023
Pages: 277 - 286

History

Published online: Jul 20, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

P.E.
1CCCC-FHDI Engineering Co. Ltd., Guangzhou, China. Email: [email protected]
Haifeng Zou, Ph.D. [email protected]
2AECOM Asia Co. Ltd., Hong Kong SAR, China. Email: [email protected]
Te Xiao, Ph.D., A.M.ASCE [email protected]
3Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR, China. Email: [email protected]
Limin Zhang, Ph.D., F.ASCE [email protected]
4Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong SAR, China; HKUST Shenzhen-Hong Kong Collaborative Innovation Research Institute, Futian, Shenzhen, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share