Details
| Titel in Übersetzung | Numerical simulation of the earth pressure problem in sand based on hypoplasticity |
|---|---|
| Originalsprache | Deutsch |
| Seiten | 15-29 |
| Seitenumfang | 15 |
| Band | 77 |
| Ausgabenummer | 1 |
| Fachzeitschrift | BAUTECHNIK |
| Publikationsstatus | Veröffentlicht - Jan. 2000 |
Abstract
The latest developments in hypoplasticity allow for a investigation of scale effects resulting from the pressure level. The following paper treats the earth pressure problem of rigid walls in sand for different modes of movement, heights and densities. The analysis encloses both active and passive states. The influence of pressure level on the displacements is described by simple correction factors. The results are compared with proposals in the literature and in German Standards.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
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in: BAUTECHNIK, Jahrgang 77, Nr. 1, 01.2000, S. 15-29.
Publikation: Beitrag in nicht-wissenschaftlicher/populärwissenschaftlicher Zeitschrift/Zeitung › Beitrag in Publikumszeitung/-zeitschrift › Transfer
}
TY - GEN
T1 - Numerische simulation des erddruckproblems in sand auf der grundlage der hypoplastizität
AU - Hettler, Achim
AU - Abdel-Rahman, Khalid
PY - 2000/1
Y1 - 2000/1
N2 - The latest developments in hypoplasticity allow for a investigation of scale effects resulting from the pressure level. The following paper treats the earth pressure problem of rigid walls in sand for different modes of movement, heights and densities. The analysis encloses both active and passive states. The influence of pressure level on the displacements is described by simple correction factors. The results are compared with proposals in the literature and in German Standards.
AB - The latest developments in hypoplasticity allow for a investigation of scale effects resulting from the pressure level. The following paper treats the earth pressure problem of rigid walls in sand for different modes of movement, heights and densities. The analysis encloses both active and passive states. The influence of pressure level on the displacements is described by simple correction factors. The results are compared with proposals in the literature and in German Standards.
UR - http://www.scopus.com/inward/record.url?scp=0041152102&partnerID=8YFLogxK
U2 - 10.1002/bate.200000040
DO - 10.1002/bate.200000040
M3 - Beitrag in Publikumszeitung/-zeitschrift
AN - SCOPUS:0041152102
VL - 77
SP - 15
EP - 29
JO - BAUTECHNIK
JF - BAUTECHNIK
SN - 0932-8351
ER -