- Title
- Serviceability limit state design of deep foundations
- Creator
- Naghibi, F.; Fenton, G. A.; Griffiths, D. V.
- Relation
- Géotechnique Vol. 64, Issue 10, p. 787-799
- Publisher Link
- http://dx.doi.org/10.1680/geot.14.P.40
- Publisher
- ICE Publishing
- Resource Type
- journal article
- Date
- 2014
- Description
- Although the settlement of deep foundations (piles) is not generally a concern if the piles are driven to refusal, settlement can become a design issue if no stiff substratum is encountered. This paper investigates the reliability-based design factors required for the serviceability limit state design of deep foundations. The goals of the paper are first to develop a probabilistic deep foundation model, which includes the effects of spatial variability and which is validated by simulation, and second to recommend the geotechnical resistance factors required to achieve specified target reliability indices against excessive settlement of deep foundations.
- Subject
- failure; piles; design; statistical analysis; footings/foundations; limit state design/analysis; settlement; elasticity; finite-element modelling
- Identifier
- http://hdl.handle.net/1959.13/1296341
- Identifier
- uon:19254
- Identifier
- ISSN:0016-8505
- Rights
- Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees
- Language
- eng
- Full Text
- Reviewed
- Hits: 2670
- Visitors: 3430
- Downloads: 461
| Thumbnail | File | Description | Size | Format | |||
|---|---|---|---|---|---|---|---|
| View Details Download | ATTACHMENT02 | Publisher version (open access) | 267 KB | Adobe Acrobat PDF | View Details Download |