Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Proceedings of the 6th Conference on the Mechanical Behavior of Salt 'SALTMECH6' - The Mechanical Behavior of Salt - Understanding of THMC Processes in Salt |
| Seiten | 89-98 |
| Seitenumfang | 10 |
| Publikationsstatus | Veröffentlicht - 2007 |
| Veranstaltung | 6th Conference on the Mechanical Behavior of Salt 'SALTMECH6' - The Mechanical Behavior of Salt - Understanding of THMC Processes in Salt - Hannover, Deutschland Dauer: 22 Mai 2007 → 25 Mai 2007 |
Publikationsreihe
| Name | Proceedings of the 6th Conference on the Mechanical Behavior of Salt 'SALTMECH6' - The Mechanical Behavior of Salt - Understanding of THMC Processes in Salt |
|---|
Abstract
In the second part of the joint research project, the partners performed model calculations on two different underground structures in order to check, demonstrate and compare the abilities of their constitutive models and calculation tools. The first structure was a 35-year-old horizontal drift in 720 m depth in the salt mine "Sondershausen", the second consisted of a room-and-pillar model bearing system with a pillar slenderness of α = 1 under three different loads. The results from the benchmark calculations of the project partners are discussed in comparison with each other and, in case of the horizontal drift, also with in-situ measurements. Except for two calculations of the slender pillar under very high loads, all partners got comparable results with a good agreement between the measured and the calculated minimum stresses, deformation rates as well as the permeability profiles of the 35-year-old drift in the Sondershausen salt mine.
ASJC Scopus Sachgebiete
- Erdkunde und Planetologie (insg.)
- Geophysik
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- RIS
Proceedings of the 6th Conference on the Mechanical Behavior of Salt 'SALTMECH6' - The Mechanical Behavior of Salt - Understanding of THMC Processes in Salt. 2007. S. 89-98 (Proceedings of the 6th Conference on the Mechanical Behavior of Salt 'SALTMECH6' - The Mechanical Behavior of Salt - Understanding of THMC Processes in Salt).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Comparison of advanced constitutive models for the mechanical behavior of rock salt
T2 - 6th Conference on the Mechanical Behavior of Salt 'SALTMECH6' - The Mechanical Behavior of Salt - Understanding of THMC Processes in Salt
AU - Hou, Z.
AU - Wolters, R.
AU - Rokahr, R.
AU - Zapf, D.
AU - Salzer, K.
AU - Günther, R. M.
AU - Minkley, W.
AU - Pudewills, A.
AU - Heemann, U.
AU - Schulze, O.
AU - Zetsche, F.
AU - Hampel, Andreas
PY - 2007
Y1 - 2007
N2 - In the second part of the joint research project, the partners performed model calculations on two different underground structures in order to check, demonstrate and compare the abilities of their constitutive models and calculation tools. The first structure was a 35-year-old horizontal drift in 720 m depth in the salt mine "Sondershausen", the second consisted of a room-and-pillar model bearing system with a pillar slenderness of α = 1 under three different loads. The results from the benchmark calculations of the project partners are discussed in comparison with each other and, in case of the horizontal drift, also with in-situ measurements. Except for two calculations of the slender pillar under very high loads, all partners got comparable results with a good agreement between the measured and the calculated minimum stresses, deformation rates as well as the permeability profiles of the 35-year-old drift in the Sondershausen salt mine.
AB - In the second part of the joint research project, the partners performed model calculations on two different underground structures in order to check, demonstrate and compare the abilities of their constitutive models and calculation tools. The first structure was a 35-year-old horizontal drift in 720 m depth in the salt mine "Sondershausen", the second consisted of a room-and-pillar model bearing system with a pillar slenderness of α = 1 under three different loads. The results from the benchmark calculations of the project partners are discussed in comparison with each other and, in case of the horizontal drift, also with in-situ measurements. Except for two calculations of the slender pillar under very high loads, all partners got comparable results with a good agreement between the measured and the calculated minimum stresses, deformation rates as well as the permeability profiles of the 35-year-old drift in the Sondershausen salt mine.
UR - http://www.scopus.com/inward/record.url?scp=55549124901&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:55549124901
SN - 0415443989
SN - 9780415443982
T3 - Proceedings of the 6th Conference on the Mechanical Behavior of Salt 'SALTMECH6' - The Mechanical Behavior of Salt - Understanding of THMC Processes in Salt
SP - 89
EP - 98
BT - Proceedings of the 6th Conference on the Mechanical Behavior of Salt 'SALTMECH6' - The Mechanical Behavior of Salt - Understanding of THMC Processes in Salt
Y2 - 22 May 2007 through 25 May 2007
ER -