4.7 Article

Development of a slope digital twin for predicting temporal variation of rainfall-induced slope instability using past slope performance records and monitoring data

Journal

ENGINEERING GEOLOGY
Volume 308, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.enggeo.2022.106825

Keywords

Digital twin; Landslide prediction; Rainfall; Monitoring data; Probabilistic back analysis; Hong Kong

Funding

  1. Research Grant Council of Hong Kong Special Administrative region [C6006 -20G]
  2. Shenzhen Science and Technology Innovation Commission (Shenzhen-Hong Kong -Macau Science and Technology Project), China [SGDX20210823104002020]

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This study proposes a practical framework for developing a slope digital twin and applies it to predict rainfall-induced slope instability. By combining monitoring data and slope survival records, the updated model improves the prediction accuracy.
A slope digital twin is a virtual slope model that is able to continuously, even in real-time, learn from actual observations (e.g., monitoring data, slope performance records, and site investigation data) obtained from its physical counterpart to enhance the performance of the slope model. This study proposes a practical framework to develop a slope digital twin and describes its application to predict the temporal variation of rainfall-induced slope instability of a real slope in Hong Kong. When compared with a conventional slope model that remains unchanged, the proposed slope digital twin combines monitoring data (e.g., data on rainfall and pore water pressure in the slope) and slope survival records to probabilistically update the model. Specifically, the most suitable model settings are selected, and both the hydraulic and strength parameters of the soils are updated, thereby decreasing the associated uncertainties. The updated slope model can predict pore water pressure re-sponses of a target rainfall consistent with the actual measurements. Furthermore, the model can be used to predict the temporal variation of slope stability (e.g., by using a factor of safety with quantified uncertainty or slope failure probability) during the target rainfall. Because the monitoring data and past slope survival records are incorporated in the model updating, the proposed slope digital twin enhances the prediction of soil hydraulic responses and slope stability. The predicted temporal variation of slope stability agrees well with the observed slope failure induced by an extreme rainstorm in June of 2008.

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