Abstract
To overcome disadvantages of usual Cast-In-Place (CIP) concrete pile methods in topdown construction, some prototypes of a joint of the PHC pile to column that directly connects a column to a PHC pile are analytically studied. With the consideration of strength requirement and stress concentration of joint of the PHC pile to column, we suggest the most appropriate one.
Original language | English |
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Title of host publication | Mechanical Engineering, Materials Science and Civil Engineering II |
Pages | 958-961 |
Number of pages | 4 |
DOIs | |
Publication status | Published - 2014 |
Event | 2nd International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2013 - Beijing, China Duration: 2013 Oct 25 → 2013 Oct 26 |
Publication series
Name | Applied Mechanics and Materials |
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Volume | 470 |
ISSN (Print) | 1660-9336 |
ISSN (Electronic) | 1662-7482 |
Other
Other | 2nd International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2013 |
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Country/Territory | China |
City | Beijing |
Period | 13/10/25 → 13/10/26 |
Bibliographical note
Funding Information:The authors are grateful for the support of the NSF through Grant No. CTS9520153699 and the support of the Eastman Chemical Company.
Keywords
- Cast-in-place concrete piles
- Joint of the PHC pile to column
- Top-down construction
ASJC Scopus subject areas
- General Engineering