Reliability analysis of deep excavation based on a semi-empirical approach

J. K. Park, G. Biscontin, P. Gardoni

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

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.

Original languageEnglish (US)
Title of host publicationGeoRisk 2011
Subtitle of host publicationGeotechnical Risk Assessment and Management - Proceedings of the GeoRisk 2011 Conference
Pages568-577
Number of pages10
Edition224 GSP
DOIs
StatePublished - Aug 25 2011
Externally publishedYes
EventGeoRisk 2011: Geotechnical Risk Assessment and Management - Atlanta, GA, United States
Duration: Jun 26 2011Jun 28 2011

Publication series

NameGeotechnical Special Publication
Number224 GSP
ISSN (Print)0895-0563

Other

OtherGeoRisk 2011: Geotechnical Risk Assessment and Management
Country/TerritoryUnited States
CityAtlanta, GA
Period6/26/116/28/11

Keywords

  • Excavation
  • Geohazards
  • Risk management
  • Urban areas

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

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