The cross-site variability (i.e., variability from site to site) makes the statistics of the bias factor of a design model vary from site to site. How to characterize the cross-site variability of the model bias factor is important for design of pile foundations based on site-specific load test data. In this study, a probabilistic model that allows for explicit modeling of the cross-site variability is suggested. An equation is derived based on Bayes' theorem to calibrate the suggested model with load test data from different sites, which is applicable even when the number of load tests at each site is small. A procedure based on hybrid Markov Chain Monte Carlo simulation is employed to solve the Bayesian equation. How to update the statist...
Uncertainties are a hall mark of engineering design leading to the development of risk and reliabili...
Load and resistance factor design of foundations is done in the offshore industry and is now being d...
Empirical correlations with in situ or laboratory test results are routinely used in geotechnical de...
Abstract: The in situ behaviour of pile foundations is considerably influenced by variability in soi...
Site investigation and characterization of subsurface soil conditions are crucial for geotechnical e...
Risk-based and probabilistic reliability design methods are starting to be integrated into the daily...
The work presented in this paper was developed under the PhD thesis entitled “Reliability and Cost M...
Load tests are often carried out to verify design assumptions and to reduce the design factor of saf...
2nd International Symposium on Cone Penetration Testing (CPT10), Huntington Beach, California, USA, ...
The present study proposes a procedure to determine partial factors in reliability based design form...
This paper compiles 162 reliable field load tests for axially loaded driven piles in sand from previ...
This paper applies Monte Carlo simulation method to estimate the reliability of bored pile for desig...
The failure of a pile is always defined by a certain failure criterion. Several different failure cr...
AbstractThe purpose of this paper is to examine the influence of geotechnical uncertainties on the r...
To account for uncertainties of load and resistance in a more rational way, reliability-based design...
Uncertainties are a hall mark of engineering design leading to the development of risk and reliabili...
Load and resistance factor design of foundations is done in the offshore industry and is now being d...
Empirical correlations with in situ or laboratory test results are routinely used in geotechnical de...
Abstract: The in situ behaviour of pile foundations is considerably influenced by variability in soi...
Site investigation and characterization of subsurface soil conditions are crucial for geotechnical e...
Risk-based and probabilistic reliability design methods are starting to be integrated into the daily...
The work presented in this paper was developed under the PhD thesis entitled “Reliability and Cost M...
Load tests are often carried out to verify design assumptions and to reduce the design factor of saf...
2nd International Symposium on Cone Penetration Testing (CPT10), Huntington Beach, California, USA, ...
The present study proposes a procedure to determine partial factors in reliability based design form...
This paper compiles 162 reliable field load tests for axially loaded driven piles in sand from previ...
This paper applies Monte Carlo simulation method to estimate the reliability of bored pile for desig...
The failure of a pile is always defined by a certain failure criterion. Several different failure cr...
AbstractThe purpose of this paper is to examine the influence of geotechnical uncertainties on the r...
To account for uncertainties of load and resistance in a more rational way, reliability-based design...
Uncertainties are a hall mark of engineering design leading to the development of risk and reliabili...
Load and resistance factor design of foundations is done in the offshore industry and is now being d...
Empirical correlations with in situ or laboratory test results are routinely used in geotechnical de...