@inproceedings{8563cf8690194bb6a32a3645b997a2a1,
title = "Evaluation of soil variability influence on deep excavation analysis-simplified approach",
abstract = "A simplified procedure is developed to provide a tool for assessing the variation of the computed excavation responses, including wall and ground deformations, induced by input parameter uncertainties through a finite element solution. A well-documented case history is employed for demonstration. The proposed scheme appears accurate and easy-to-use in the propagation of parameter uncertainties. Moreover, this procedure is capable of assessing the variability effect of either a single or multiple input parameters. Further, the sensitivity of the uncertainty effect on the excavation characteristics is also examined. The proposed procedure enables a valuable insight regarding how much variation of wall and ground movements that can be expected as a result of parameter uncertainties.",
author = "Dang, {Huu Phuoc} and Lin, {Horn Da} and Juang, {C. Hsein}",
year = "2012",
doi = "10.1061/9780784412121.296",
language = "???core.languages.en_GB???",
isbn = "9780784412121",
series = "Geotechnical Special Publication",
number = "225 GSP",
pages = "2895--2903",
booktitle = "GeoCongress 2012",
edition = "225 GSP",
note = "GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering ; Conference date: 25-03-2012 Through 29-03-2012",
}