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Response of shaft friction along existing piles to deep excavation
- Source :
- Geotechnical and Geological Engineering. 39:2487-2501
- Publication Year :
- 2020
- Publisher :
- Springer Science and Business Media LLC, 2020.
-
Abstract
- Excavation following the installation of pile may significantly affect the original behavior of installed piles. To better understand the shaft friction response of existing piles during deep excavation, the principle of pile loading transfer was discussed in this study. Based on the concept of interface normal stress and interface relative displacement, a 5-segment distribution pattern of pile shaft friction was proposed. The varying law and practical calculation model of shaft friction subject to deep excavation was also proposed through numerical analysis. Its feasibility was verified against case histories and this could provide possible reference to pile design incorporating excavation effect.
- Subjects :
- Hydrogeology
Numerical analysis
0211 other engineering and technologies
Soil Science
Geology
Excavation
02 engineering and technology
010502 geochemistry & geophysics
Geotechnical Engineering and Engineering Geology
01 natural sciences
Distribution pattern
Architecture
Deep excavation
Geotechnical engineering
Pile
Relative displacement
021101 geological & geomatics engineering
0105 earth and related environmental sciences
Subjects
Details
- ISSN :
- 15731529 and 09603182
- Volume :
- 39
- Database :
- OpenAIRE
- Journal :
- Geotechnical and Geological Engineering
- Accession number :
- edsair.doi...........f69ac9bf1c8caa9aac15cf6ef1d62db6