Details
| Original language | English |
|---|---|
| Title of host publication | Frontiers in Offshore Geotechnics II |
| Subtitle of host publication | Proceedings of the 2nd International Symposium on Frontiers in Offshore Geotechnics |
| Pages | 465-470 |
| Number of pages | 6 |
| Publication status | Published - 2011 |
| Event | 2nd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2010 - Perth, WA, Australia Duration: 8 Nov 2010 → 10 Nov 2010 |
Publication series
| Name | Frontiers in Offshore Geotechnics II - Proceedings of the 2nd International Symposium on Frontiers in Offshore Geotechnics |
|---|
Abstract
In many fields of application piles are used for the transfer of both axial and lateral loads into the subsoil. Combined loading leads to interaction between horizontal and vertical load bearing behavior, which is not usually taken into account in current engineering practice. Therefore numerical investigations were carried out to identify and quantify interaction effects for piles embedded in sand. In this paper the interaction effects are presented in terms of load-displacement curves and in terms of an interaction diagram, which represents the pile system behavior under arbitrary load inclinations. In a small parametric study, different pile diameters and different relative pile stiffnesses are considered to show the dependence of interaction effects on these quantities.
ASJC Scopus subject areas
- Earth and Planetary Sciences(all)
- Geotechnical Engineering and Engineering Geology
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Frontiers in Offshore Geotechnics II : Proceedings of the 2nd International Symposium on Frontiers in Offshore Geotechnics. 2011. p. 465-470 (Frontiers in Offshore Geotechnics II - Proceedings of the 2nd International Symposium on Frontiers in Offshore Geotechnics).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Behavior of piles under combined lateral and axial loading
AU - Achmus, M.
AU - Thieken, K.
PY - 2011
Y1 - 2011
N2 - In many fields of application piles are used for the transfer of both axial and lateral loads into the subsoil. Combined loading leads to interaction between horizontal and vertical load bearing behavior, which is not usually taken into account in current engineering practice. Therefore numerical investigations were carried out to identify and quantify interaction effects for piles embedded in sand. In this paper the interaction effects are presented in terms of load-displacement curves and in terms of an interaction diagram, which represents the pile system behavior under arbitrary load inclinations. In a small parametric study, different pile diameters and different relative pile stiffnesses are considered to show the dependence of interaction effects on these quantities.
AB - In many fields of application piles are used for the transfer of both axial and lateral loads into the subsoil. Combined loading leads to interaction between horizontal and vertical load bearing behavior, which is not usually taken into account in current engineering practice. Therefore numerical investigations were carried out to identify and quantify interaction effects for piles embedded in sand. In this paper the interaction effects are presented in terms of load-displacement curves and in terms of an interaction diagram, which represents the pile system behavior under arbitrary load inclinations. In a small parametric study, different pile diameters and different relative pile stiffnesses are considered to show the dependence of interaction effects on these quantities.
UR - http://www.scopus.com/inward/record.url?scp=84860253228&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84860253228
SN - 9780415584807
T3 - Frontiers in Offshore Geotechnics II - Proceedings of the 2nd International Symposium on Frontiers in Offshore Geotechnics
SP - 465
EP - 470
BT - Frontiers in Offshore Geotechnics II
T2 - 2nd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2010
Y2 - 8 November 2010 through 10 November 2010
ER -