Abstract
This paper presents a simplified relationship between the reliability indices (βsls and βuls) for the serviceability limit state (SLS) and ultimate limit state (ULS) of building foundations. Under certain conditions, βsls is a linear function of the βsls that is specified already in reliability-based design (RBD) codes. For illustration, the relationship is used to estimate βsls for augered cast-in-place (ACIP) piles designed in accordance with the RBD methodologies in the National Building Code of Canada. © 2008 Science Press Beijing and Springer-Verlag GmbH Berlin Heidelberg Geotechnical Engineering for Disaster Mitigation and Rehabilitation.
| Original language | English |
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| Title of host publication | Geotechnical Engineering for Disaster Mitigation and Rehabilitation - Proceedings of the 2nd International Conference GEDMAR08 |
| Pages | 260-267 |
| DOIs | |
| Publication status | Published - 2008 |
| Event | 2nd International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, GEDMAR08 - , China Duration: 30 May 2008 → 2 Jun 2008 |
Conference
| Conference | 2nd International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, GEDMAR08 |
|---|---|
| Place | China |
| Period | 30/05/08 → 2/06/08 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 11 Sustainable Cities and Communities
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