Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Numerical Methods in Geotechnical Engineering |
| Untertitel | Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering |
| Seiten | 89-94 |
| Seitenumfang | 6 |
| Publikationsstatus | Veröffentlicht - 2010 |
| Veranstaltung | 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010 - Trondheim, Norwegen Dauer: 2 Juni 2010 → 4 Juni 2010 |
Publikationsreihe
| Name | Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering |
|---|
Abstract
The paper describes the mathematical formulation of the different creep mechanisms of rock salt and the validation by analytical and numerical calculations. Two different sets of constitutive equations including damage are introduced. Common characteristics and differences are described. The sensitivity of important parameters as well as the definition of an appropriate dilatancy limit are discussed.
ASJC Scopus Sachgebiete
- Erdkunde und Planetologie (insg.)
- Geotechnik und Ingenieurgeologie
- Mathematik (insg.)
- Numerische Mathematik
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Numerical Methods in Geotechnical Engineering : Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering. 2010. S. 89-94 (Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Modeling of creep mechanism and damage of rock salt
AU - Leuger, B.
AU - Staudtmeister, K.
AU - Yildirim, S.
AU - Zapf, D.
PY - 2010
Y1 - 2010
N2 - The paper describes the mathematical formulation of the different creep mechanisms of rock salt and the validation by analytical and numerical calculations. Two different sets of constitutive equations including damage are introduced. Common characteristics and differences are described. The sensitivity of important parameters as well as the definition of an appropriate dilatancy limit are discussed.
AB - The paper describes the mathematical formulation of the different creep mechanisms of rock salt and the validation by analytical and numerical calculations. Two different sets of constitutive equations including damage are introduced. Common characteristics and differences are described. The sensitivity of important parameters as well as the definition of an appropriate dilatancy limit are discussed.
UR - http://www.scopus.com/inward/record.url?scp=84860261124&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84860261124
SN - 9780415592390
T3 - Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering
SP - 89
EP - 94
BT - Numerical Methods in Geotechnical Engineering
T2 - 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010
Y2 - 2 June 2010 through 4 June 2010
ER -