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 |
|---|---|
| Title of host publication | Applied Mechanics and Materials |
| Pages | 958-961 |
| Number of pages | 4 |
| Volume | 470 |
| DOIs | |
| Publication status | Published - 2014 Jan 2 |
| 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 |
|---|---|
| Volume | 470 |
| ISSN (Print) | 16609336 |
| ISSN (Electronic) | 16627482 |
Other
| Other | 2nd International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2013 |
|---|---|
| Country | China |
| City | Beijing |
| Period | 13/10/25 → 13/10/26 |
Fingerprint
Keywords
- Cast-in-place concrete piles
- Joint of the PHC pile to column
- Top-down construction
ASJC Scopus subject areas
- Engineering(all)
Cite this
Hemisphere-shaped iron joint between PHC pile and steel reinforced concrete column. part I : Analysis. / Lee, Yeun Seung; Oh, Jin Tak; Kim, Young Sik; Ju, Young-Kyu.
Applied Mechanics and Materials. Vol. 470 2014. p. 958-961 (Applied Mechanics and Materials; Vol. 470).Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Hemisphere-shaped iron joint between PHC pile and steel reinforced concrete column. part I
T2 - Analysis
AU - Lee, Yeun Seung
AU - Oh, Jin Tak
AU - Kim, Young Sik
AU - Ju, Young-Kyu
PY - 2014/1/2
Y1 - 2014/1/2
N2 - 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.
AB - 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.
KW - Cast-in-place concrete piles
KW - Joint of the PHC pile to column
KW - Top-down construction
UR - http://www.scopus.com/inward/record.url?scp=84891315490&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84891315490&partnerID=8YFLogxK
U2 - 10.4028/www.scientific.net/AMM.470.958
DO - 10.4028/www.scientific.net/AMM.470.958
M3 - Conference contribution
AN - SCOPUS:84891315490
SN - 9783037859612
VL - 470
T3 - Applied Mechanics and Materials
SP - 958
EP - 961
BT - Applied Mechanics and Materials
ER -