Details
| Original language | English |
|---|---|
| Title of host publication | Numerical Methods in Geotechnical Engineering |
| Subtitle of host publication | Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering |
| Pages | 89-94 |
| Number of pages | 6 |
| Publication status | Published - 2010 |
| Event | 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010 - Trondheim, Norway Duration: 2 Jun 2010 → 4 Jun 2010 |
Publication series
| 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 subject areas
- Earth and Planetary Sciences(all)
- Geotechnical Engineering and Engineering Geology
- Mathematics(all)
- Numerical Analysis
Cite this
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Numerical Methods in Geotechnical Engineering : Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering. 2010. p. 89-94 (Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › 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 -