Application of extended end composite pile design in pile foundation work
- Submitting institution
-
University of East London
- Unit of assessment
- 12 - Engineering
- Output identifier
- 36
- Type
- D - Journal article
- DOI
-
10.1680/jgeen.16.00043
- Title of journal
- Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
- Article number
- -
- First page
- 455
- Volume
- 170
- Issue
- 5
- ISSN
- 1353-2618
- Open access status
- Compliant
- Month of publication
- -
- Year of publication
- 2017
- URL
-
-
- Supplementary information
-
-
- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
-
3
- Research group(s)
-
3 - Sustainable Engineering and Construction
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This research is about the increase of pile strength using the extended end (Ext) pile. The research found that there is significant influence on the construction foundation stage with decreasing the number of Pretensioned (PHC) piles and increasing pile strength 35% to 50%. This research finding contributes important knowledge, ideas and techniques which are likely to have a lasting influence but are not necessarily leading to fundamental new concepts on pile foundation work. More meaningfully, the output of this research was applied in a real construction project in South Korea constructed by ISU Engineering & Construction Co. Ltd.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -