抄録
There are various methods for analyzing pile driving process such as dynamic formulas, wave equation analyses and dynamic measurements. The programs of the two latter methods are relatively expensive to purchase and also require trained engineers to interpret the data it collects. Meanwhile, the use of the site specific empirical formulas based on the real cases of pile driving and output analyses of the wave equation analysis programs can be beneficial. In the current study, pile driving data from three sites in the south of Iran were collected. Using the data of these cases and one-dimensional wave equation analysis program GRLWEAP, couple of experimental formulas which determine the proper range of hammer's ID for driving a pile, are proposed. Finally, due to the importance of the time in marine projects, another experimental formula is also proposed for the estimation of the total driving time.
| 元の言語 | English |
|---|---|
| ホスト出版物のタイトル | Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering |
| ページ | 667-672 |
| ページ数 | 6 |
| 出版物ステータス | Published - 2010 |
| 外部発表 | Yes |
| イベント | 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010 - Trondheim, Norway 継続期間: 2010 6 2 → 2010 6 4 |
Other
| Other | 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010 |
|---|---|
| 国 | Norway |
| 市 | Trondheim |
| 期間 | 10/6/2 → 10/6/4 |
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ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Numerical Analysis
これを引用
Selection of the proper hammer in pile driving and estimation of the total driving time. / Afshani Mehrabad, Alireza; Fakher, A.; Palassi, M.
Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering. 2010. p. 667-672.研究成果: Conference contribution
}
TY - GEN
T1 - Selection of the proper hammer in pile driving and estimation of the total driving time
AU - Afshani Mehrabad, Alireza
AU - Fakher, A.
AU - Palassi, M.
PY - 2010
Y1 - 2010
N2 - There are various methods for analyzing pile driving process such as dynamic formulas, wave equation analyses and dynamic measurements. The programs of the two latter methods are relatively expensive to purchase and also require trained engineers to interpret the data it collects. Meanwhile, the use of the site specific empirical formulas based on the real cases of pile driving and output analyses of the wave equation analysis programs can be beneficial. In the current study, pile driving data from three sites in the south of Iran were collected. Using the data of these cases and one-dimensional wave equation analysis program GRLWEAP, couple of experimental formulas which determine the proper range of hammer's ID for driving a pile, are proposed. Finally, due to the importance of the time in marine projects, another experimental formula is also proposed for the estimation of the total driving time.
AB - There are various methods for analyzing pile driving process such as dynamic formulas, wave equation analyses and dynamic measurements. The programs of the two latter methods are relatively expensive to purchase and also require trained engineers to interpret the data it collects. Meanwhile, the use of the site specific empirical formulas based on the real cases of pile driving and output analyses of the wave equation analysis programs can be beneficial. In the current study, pile driving data from three sites in the south of Iran were collected. Using the data of these cases and one-dimensional wave equation analysis program GRLWEAP, couple of experimental formulas which determine the proper range of hammer's ID for driving a pile, are proposed. Finally, due to the importance of the time in marine projects, another experimental formula is also proposed for the estimation of the total driving time.
UR - http://www.scopus.com/inward/record.url?scp=84860251744&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84860251744&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84860251744
SN - 9780415592390
SP - 667
EP - 672
BT - Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering
ER -