Effect of loading duration on uncertainty in creep analysis of clay. (18th April 2018)

• Record Type: Journal Article
• Authors: Tan, Fang; Zhou, Wan‐Huan; Yuen, Ka‐Veng
• Is Part Of: International journal for numerical and analytical methods in geomechanics. Volume 42:Number 11(2018)
• Page Start: 1235
• Page End: 1254
• Publication Date: 2018-04-18
• Subjects: Bayesian probabilistic method -- creep analysis -- loading duration -- model updating -- uncertainty; Soil mechanics -- Mathematics -- Periodicals; Rock mechanics -- Mathematics -- Periodicals; 624.1510151
• DOI: 10.1002/nag.2788
• Languages: English
• ISSNs: 0363-9061

Abstract

Summary: Some studies suggest that creep parameters should be determined using a greater quantity of creep test data to provide more reliable prediction regarding the deformation of soft soils. This study aims to investigate the effect of loading duration on model updating. One‐dimensional consolidation data of intact Vanttila clay under different loading durations collected from the literature is used for demonstration. The Bayesian probabilistic method is used to identify all unknown parameters based on the consolidation data during the entire consolidation process, and their uncertainty can be quantified through the obtained posterior probability density functions. Additionally, the optimal models are also determined from among 9 model candidates. The analyses indicate that the optimal models can describe the creep behavior of intact soft soils under different loading durations, and the adopted method can evaluate the effect of loading duration on uncertainty in the creep analysis. The uncertainty of a specific model and its model parameters decreases as more creep data are involved in the updating process, and the updated models that use more creep data can better capture the deformation behavior of an intact sample. The proposed method can provide quantified uncertainty in the process of model updating and assist engineers to decide whether the creep test data are sufficient for the creep analysis.