Park, JK and Biscontin, G and Gardoni, P (2011) Reliability analysis of deep excavation based on a semi-empirical approach. Geotechnical Special Publication. pp. 568-577. ISSN 0895-0563Full text not available from this repository.
The design and construction of deep excavations in urban environment is often governed by serviceability limit state related to the risk of damage to adjacent buildings. In current practice, the assessment of excavation-induced building damage has focused on a deterministic approach. This paper presents a component/system reliability analysis framework to assess the probability that specified threshold design criteria for multiple serviceability limit states are exceeded. A recently developed Bayesian probabilistic framework is used to update the predictions of ground movements in the later stages of excavation based on the recorded deformation measurements. An example is presented to show how the serviceability performance for excavation problems can be assessed based on the component/system reliability analysis. © 2011 ASCE.
|Divisions:||Div D > Geotechnical and Environmental|
|Depositing User:||Cron Job|
|Date Deposited:||09 Dec 2016 17:41|
|Last Modified:||29 Mar 2017 03:55|