Details
| Titel in Übersetzung | Investigation on the earth pressure loading of L-shaped retaining walls |
|---|---|
| Originalsprache | Deutsch |
| Seiten | 942-948 |
| Seitenumfang | 7 |
| Band | 81 |
| Ausgabenummer | 12 |
| Fachzeitschrift | BAUTECHNIK |
| Publikationsstatus | Veröffentlicht - 5 Jan. 2005 |
Abstract
Due to current German regulations the structural design of the vertical wall stem of L-shaped retaining walls is based on the assumption of increased earth pressure loading, i. e. the average of active earth pressure and earth pressure at rest. In the presented paper it is shown that with this approach the resultant loading is in most cases overestimated. The influence of the most important parameters is investigated by a numerical model. Based on the results, a simple method for a more accurate estimation of the resultant loading is proposed.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
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in: BAUTECHNIK, Jahrgang 81, Nr. 12, 05.01.2005, S. 942-948.
Publikation: Beitrag in nicht-wissenschaftlicher/populärwissenschaftlicher Zeitschrift/Zeitung › Beitrag in Publikumszeitung/-zeitschrift › Transfer
}
TY - GEN
T1 - Untersuchung zur Erddruckbeanspruchung von Winkelstützwänden
AU - Achmus, Martin
AU - Rouili, Ahmed
PY - 2005/1/5
Y1 - 2005/1/5
N2 - Due to current German regulations the structural design of the vertical wall stem of L-shaped retaining walls is based on the assumption of increased earth pressure loading, i. e. the average of active earth pressure and earth pressure at rest. In the presented paper it is shown that with this approach the resultant loading is in most cases overestimated. The influence of the most important parameters is investigated by a numerical model. Based on the results, a simple method for a more accurate estimation of the resultant loading is proposed.
AB - Due to current German regulations the structural design of the vertical wall stem of L-shaped retaining walls is based on the assumption of increased earth pressure loading, i. e. the average of active earth pressure and earth pressure at rest. In the presented paper it is shown that with this approach the resultant loading is in most cases overestimated. The influence of the most important parameters is investigated by a numerical model. Based on the results, a simple method for a more accurate estimation of the resultant loading is proposed.
UR - http://www.scopus.com/inward/record.url?scp=11844254776&partnerID=8YFLogxK
U2 - 10.1002/bate.200590007
DO - 10.1002/bate.200590007
M3 - Beitrag in Publikumszeitung/-zeitschrift
AN - SCOPUS:11844254776
VL - 81
SP - 942
EP - 948
JO - BAUTECHNIK
JF - BAUTECHNIK
SN - 0932-8351
ER -