Behaviour of piles driven in chalk
Author:
Affiliation:
1. Imperial College London, London, UK
2. Iberdrola Renewables, Berlin, Germany
3. Geotechnical Consulting Group LLP, London, UK
Publisher
ICE Publishing
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/eiccf.64072.033
Reference26 articles.
1. Effects of installing displacement piles in a high OCR clay
2. Design and Performance of the Imperial College Instrumented Pile
3. The engineering description of chalk: its strength, hardness and density
4. Ageing and cyclic behaviour of axially loaded piles driven in chalk
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1. Failure analyses of open-ended pre-stressed high-strength concrete pile during driving: insights from distributed fiber optic sensing;Acta Geotechnica;2024-02-12
2. Laboratory investigation of the cyclic loading behaviour of intact and de-structured chalk;E3S Web of Conferences;2024
3. An Axial Load Transfer Model for Piles Driven in Chalk;Journal of Geotechnical and Geoenvironmental Engineering;2023-11
4. Field tests on large-scale instrumented piles driven in chalk: results and interpretation;Canadian Geotechnical Journal;2023-10-01
5. Axial cyclic loading of piles in low-to-medium-density chalk;Géotechnique;2023-04-24
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