Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering - Numerical Methods in Geotechnical Engineering |
| Seiten | 437-443 |
| Seitenumfang | 7 |
| Publikationsstatus | Veröffentlicht - 2006 |
| Veranstaltung | 6th European Conference on Numerical Methods in Geotechnical Engineering - Numerical Methods in Geotechnical Engineering - Graz, Österreich Dauer: 6 Sept. 2006 → 8 Sept. 2006 |
Abstract
The influence of system and boundary conditions on the earth pressure acting on the vertical stem of a L-shaped retaining wall is analysed with a numerical model. It is found that only in rare cases, namely with very high wall and subsoil stiffnesses, is the design load due to German regulations reached. In most cases the earth pressure is significantly lower than the average of active earth pressure and earth pressure at rest. A connection is found between the average rotation of the vertical wall stem and the magnitude of the earth pressure load. On this basis a concept for a more sophisticated, but still simple-to-use new design method is outlined.
ASJC Scopus Sachgebiete
- Erdkunde und Planetologie (insg.)
- Geotechnik und Ingenieurgeologie
- Mathematik (insg.)
- Numerische Mathematik
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering - Numerical Methods in Geotechnical Engineering. 2006. S. 437-443.
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Numerical modelling of earth pressure loading of the vertical stem of L-shaped retaining walls
AU - Achmus, M.
PY - 2006
Y1 - 2006
N2 - The influence of system and boundary conditions on the earth pressure acting on the vertical stem of a L-shaped retaining wall is analysed with a numerical model. It is found that only in rare cases, namely with very high wall and subsoil stiffnesses, is the design load due to German regulations reached. In most cases the earth pressure is significantly lower than the average of active earth pressure and earth pressure at rest. A connection is found between the average rotation of the vertical wall stem and the magnitude of the earth pressure load. On this basis a concept for a more sophisticated, but still simple-to-use new design method is outlined.
AB - The influence of system and boundary conditions on the earth pressure acting on the vertical stem of a L-shaped retaining wall is analysed with a numerical model. It is found that only in rare cases, namely with very high wall and subsoil stiffnesses, is the design load due to German regulations reached. In most cases the earth pressure is significantly lower than the average of active earth pressure and earth pressure at rest. A connection is found between the average rotation of the vertical wall stem and the magnitude of the earth pressure load. On this basis a concept for a more sophisticated, but still simple-to-use new design method is outlined.
UR - http://www.scopus.com/inward/record.url?scp=56149110998&partnerID=8YFLogxK
U2 - 10.1201/9781439833766.ch63
DO - 10.1201/9781439833766.ch63
M3 - Conference contribution
AN - SCOPUS:56149110998
SN - 0415408229
SN - 9780415408226
SP - 437
EP - 443
BT - Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering - Numerical Methods in Geotechnical Engineering
T2 - 6th European Conference on Numerical Methods in Geotechnical Engineering - Numerical Methods in Geotechnical Engineering
Y2 - 6 September 2006 through 8 September 2006
ER -