Zum Tragverhalten der selbstregulierenden interaktiven Membrangründung
| Author(s): |
Oliver Detert
Diethard König Dimiter Alexiew Tom Schanz |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Bautechnik, September 2016, n. 9, v. 93 |
| Page(s): | 628-635 |
| DOI: | 10.1002/bate.201600046 |
| Abstract: |
On the load bearing behavior of the self-regulating interactive membrane foundation systemThe paper reports on a new foundation system, the self-regulating membrane foundation, for embankments on deep soft soil deposits, such as stockpiles or infrastructure embankments. The load bearing behavior of the system was analyzed by means of centrifuge model tests and comprehensive numerical simulations, such as global sensitivity analyses and parametric studies. The results of those analyses and the derived design approach are presented in the paper. The paper concludes with a validation of the design approach, by comparison with results of the numerical simulation. |
| Keywords: |
sensitivity analyses geotextiles design approach soft soils foundation system self-regulating interactive membrane foundation centrifuge model tests
|
| Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10073796 - Published on:
02/10/2016 - Last updated on:
02/10/2016
Structurae cooperates with
