Incorporating region-variability of model bias into liquefaction-triggering procedures for sandy and gravelly soils through BUS-powered hierarchical Bayesian updating
The accuracy of cyclic stress-based liquefaction-triggering assessment procedures can vary systematically from region to region, but it is challenging to regionalize models due to the lack of region-specific data. This paper presents a hierarchical Bayesian modeling (HBM)-based framework for incorporation of inter-region and intra-region variabilities of the bias factor in liquefaction-triggering procedures. A key feature is that the BUS approach (Bayesian Updating with Structural reliability methods) is combined with subset simulation to efficiently update high-dimensional statistics of bias factors. Another feature is a new four-hyperparameter HBM considering both region-specific means and variances of bias factors. This framework is utilized to develop three sets of region-specific liquefaction probability models for practical applications, covering liquefaction-susceptible sandy and gravelly soils. The results show that the four-hyperparameter HBM generally matches better with liquefaction observations and produces larger total variance, compared to the lumped-region modeling and the HBM with only region-specific means. Meanwhile, the population-level distribution and the weighting factor of liquefaction/non-liquefaction occurrence can considerably affect model performance. Furthermore, a discrete integration-based probabilistic method is suggested for liquefaction-triggering hazard assessment. Illustrative examples indicate that different HBM configurations can yield notably different liquefaction hazard results while neglecting the region-variability tends to be unconservative.
Authors
- Man Kong Lo (ORCID: https://orcid.org/0000-0003-3381-9701)
- Yat Fai Leung (ORCID: https://orcid.org/0000-0002-5995-4218)
- Mao‐Xin Wang (ORCID: https://orcid.org/0000-0001-8594-8877)
Institutions
- Hong Kong Polytechnic University (HK)
Publication Details
- Journal
- Canadian Geotechnical Journal
- Published
- 2024-08-21
- DOI
- https://doi.org/10.1139/cgj-2024-0059
- Primary Topic
- Geotechnical Engineering and Soil Mechanics
- Type
- article
- Field-Weighted Citation Impact
- 0.00