This paper aims to investigate the impact of sample size on geotechnical probabilistic model identification. First, the copula approach is presented to model the bivariate distribution of geotechnical parameters. Thereafter, the AIC scores are adopted to identify the best-fit marginal distribution and copula. Second, the variation of AIC scores because of small sample size is investigated using simulated data. Finally, the impact of the variation of AIC scores on identification of the best-fit marginal distribution and copula is examined. The minimum sample sizes for geotechnical data are also suggested to obtain a correct identification of the probabilistic models. The results indicate that the AIC scores estimated from a small sample exhibit large variation. The variation of the AIC scores has a significant impact on probabilistic model identification. The marginal distributions and copulas have a low percentage of correct identification when sample size is small. The percentages of correct identification for the marginal distributions and copulas increase with increasing sample size. The correlation coefficient between geotechnical parameters has a much larger impact on probabilistic model identification than the COV of geotechnical parameters. The suggested minimum sample sizes for geotechnical data are useful for guiding practical geotechnical site investigation.

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geotechnical probabilistic model identification bestfit marginal distribution bivariate distribution of geotechnical parameters aic scores correlation coefficient copulas geotechnical site investigation copula approach

Xiao-Song Tang, Kok-Kwang Phoon, Dian-Qing Li, Zi-Jun Cao,.Impact of sample size on geotechnical probabilistic model identification. 87 (0),.

Xiao-Song Tang, et al."Impact of sample size on geotechnical probabilistic model identification" 87

Xiao-Song Tang, Kok-Kwang Phoon, Dian-Qing Li, Zi-Jun Cao,"Impact of sample size on geotechnical probabilistic model identification"