Details
| Original language | English |
|---|---|
| Title of host publication | Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010 |
| Pages | 985-990 |
| Number of pages | 6 |
| Publication status | Published - 2010 |
| Event | 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010 - Zurich, Switzerland Duration: 28 Jun 2010 → 1 Jul 2010 |
Publication series
| Name | Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010 |
|---|---|
| Volume | 2 |
Abstract
The displacement of piles under long-term lateral cyclic loading is difficult to quantify. Commonly used methods in practice such as subgrade reaction methods to investigate pile serviceability have known limitations and do not take factors such as number of load cycles into account. 1 g small-scale model tests of laterally loaded piles were performed to quantify pile displacement and determine the effect of relevant factors. Among others, the functions of cyclic load amplitude and number of cycles were investigated, as well as the effect of irregular load patterns and the validity of Miner's damage concept to pile-soil systems.
ASJC Scopus subject areas
- Earth and Planetary Sciences(all)
- Geotechnical Engineering and Engineering Geology
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Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010. 2010. p. 985-990 (Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010; Vol. 2).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - An experimental investigation of piles in sand subjected to lateral cyclic loads
AU - Peralta, P.
AU - Achmus, M.
PY - 2010
Y1 - 2010
N2 - The displacement of piles under long-term lateral cyclic loading is difficult to quantify. Commonly used methods in practice such as subgrade reaction methods to investigate pile serviceability have known limitations and do not take factors such as number of load cycles into account. 1 g small-scale model tests of laterally loaded piles were performed to quantify pile displacement and determine the effect of relevant factors. Among others, the functions of cyclic load amplitude and number of cycles were investigated, as well as the effect of irregular load patterns and the validity of Miner's damage concept to pile-soil systems.
AB - The displacement of piles under long-term lateral cyclic loading is difficult to quantify. Commonly used methods in practice such as subgrade reaction methods to investigate pile serviceability have known limitations and do not take factors such as number of load cycles into account. 1 g small-scale model tests of laterally loaded piles were performed to quantify pile displacement and determine the effect of relevant factors. Among others, the functions of cyclic load amplitude and number of cycles were investigated, as well as the effect of irregular load patterns and the validity of Miner's damage concept to pile-soil systems.
UR - http://www.scopus.com/inward/record.url?scp=84855801104&partnerID=8YFLogxK
U2 - 10.1201/b10554-162
DO - 10.1201/b10554-162
M3 - Conference contribution
AN - SCOPUS:84855801104
SN - 9780415592901
T3 - Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010
SP - 985
EP - 990
BT - Physical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010
T2 - 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010
Y2 - 28 June 2010 through 1 July 2010
ER -