Determination of Rock Mass Behaviour Types - a Case Study

Markus Pötsch; Wulf Schubert; Andreas Goricki; Arnold Steidl

Determination of Rock Mass Behaviour Types - a Case Study

Markus Pötsch, Wulf Schubert, Andreas Goricki, Arnold Steidl

Institut für Felsmechanik und Tunnelbau (2200)

Publikation: Beitrag in Buch/Bericht/Konferenzband › Beitrag in einem Konferenzband

Abstract

In the engineering practice geotechnical engineers and geologists are faced with data
which due to their nature have a wide spread. Predictions derived from these data also contain
uncertainties. This paper proposes a procedure to facilitate the processing of these data, and to
consistently consider uncertain parameters in the rock mass characterisation process. For the
application of the procedure a computational model has been developed. It allows modelling the
geological architecture, assigning the rock mass parameters and evaluating the rock mass behaviour with different analytical calculation models. A case study from an alpine base tunnel demonstrates the procedure.

Originalsprache	englisch
Titel	Rock Engineering - Theory and Practice
Erscheinungsort	Essen
Herausgeber (Verlag)	VGE
Seiten	75-80
ISBN (Print)	3-7739-5995-8
Publikationsstatus	Veröffentlicht - 2004
Veranstaltung	2004 ISRM Regional Symposium Eurock: EUROCK 2004 - Salzburg, Österreich Dauer: 7 Okt. 2004 → 9 Okt. 2004

Konferenz

Konferenz	2004 ISRM Regional Symposium Eurock
Kurztitel	EUROCK 2004
Land/Gebiet	Österreich
Ort	Salzburg
Zeitraum	7/10/04 → 9/10/04
Anderes

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6641Endgültige, publizierte Fassung, 611 KB

A Hierarchical Rock Mass Characterization for Tunnel Design & A Deterministic and Probabilistic Approach
Schubert, W. (Projektleiter (Principal Investigator)) & Goricki, A. (Teilnehmer (Co-Investigator))
1/01/00 → 1/01/10
Projekt: Forschungsprojekt

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abstract = "In the engineering practice geotechnical engineers and geologists are faced with datawhich due to their nature have a wide spread. Predictions derived from these data also containuncertainties. This paper proposes a procedure to facilitate the processing of these data, and toconsistently consider uncertain parameters in the rock mass characterisation process. For theapplication of the procedure a computational model has been developed. It allows modelling thegeological architecture, assigning the rock mass parameters and evaluating the rock mass behaviour with different analytical calculation models. A case study from an alpine base tunnel demonstrates the procedure.",

author = "Markus P{\"o}tsch and Wulf Schubert and Andreas Goricki and Arnold Steidl",

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AU - Goricki, Andreas

AU - Steidl, Arnold

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PY - 2004

Y1 - 2004

N2 - In the engineering practice geotechnical engineers and geologists are faced with datawhich due to their nature have a wide spread. Predictions derived from these data also containuncertainties. This paper proposes a procedure to facilitate the processing of these data, and toconsistently consider uncertain parameters in the rock mass characterisation process. For theapplication of the procedure a computational model has been developed. It allows modelling thegeological architecture, assigning the rock mass parameters and evaluating the rock mass behaviour with different analytical calculation models. A case study from an alpine base tunnel demonstrates the procedure.

AB - In the engineering practice geotechnical engineers and geologists are faced with datawhich due to their nature have a wide spread. Predictions derived from these data also containuncertainties. This paper proposes a procedure to facilitate the processing of these data, and toconsistently consider uncertain parameters in the rock mass characterisation process. For theapplication of the procedure a computational model has been developed. It allows modelling thegeological architecture, assigning the rock mass parameters and evaluating the rock mass behaviour with different analytical calculation models. A case study from an alpine base tunnel demonstrates the procedure.

M3 - Conference paper

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BT - Rock Engineering - Theory and Practice

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T2 - 2004 ISRM Regional Symposium Eurock: rock engineering, theory and practice

Y2 - 7 October 2004 through 9 October 2004

ER -

Determination of Rock Mass Behaviour Types - a Case Study

Abstract

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A Hierarchical Rock Mass Characterization for Tunnel Design & A Deterministic and Probabilistic Approach

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