Ein einfaches Näherungsverfahren zur Prognose des axial-zyklischen Tragverhaltens von Pfählen
| Author(s): |
Fabian Kirsch
Thomas Richter |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Bautechnik, February 2011, n. 2, v. 88 |
| Page(s): | 113-120 |
| DOI: | 10.1002/bate.201110011 |
| Abstract: |
A simple procedure to analyse piles under cyclic axial loading.The following paper introduces a newly developed design procedure to calculate the bearing capacity of cyclic axial loaded piles for both the ultimate limit state GZ 1B and the serviceability limit state GZ 2. The procedure incorporates the degradation of shaft friction due to compaction of the surrounding soil under cyclic shear as well as the resulting axial pile deformation due to cyclic compaction and accumulation of cyclic shear strain. |
| Keywords: |
piles cyclic loading alternating load cyclic degradation offshore foundations
|
| Available from: | Refer to publisher |
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data sheet - Reference-ID
10064956 - Published on:
22/06/2011 - Last updated on:
13/08/2014
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