Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Use of an Integrated Discrete Fracture Network Code for Stochastic Stability Analyses of Fractured Rock Masses
Abstract The paper presents the Discrete Fracture Network code RESOBLOK, which couples geometrical block system construction and a quick iterative stability analysis in the same package. The deterministic or stochastic geometry of a fractured rock mass can be represented and interactively displayed in 3D using two different fracture generators: one mainly used for hydraulic purposes and another designed to allow block stability evaluation. RESOBLOK has downstream modules that can quickly compute stability (based on limit equilibrium or energy-based analysis), display geometric information and create links to other discrete software. The advantage of the code is that it couples stochastic geometrical representation and a quick iterative stability analysis to allow risk-analysis with or without reinforcement and, for the worst cases, more accurate analysis using stress–strain analysis computer codes. These different aspects are detailed for embankment and underground works.
Use of an Integrated Discrete Fracture Network Code for Stochastic Stability Analyses of Fractured Rock Masses
Abstract The paper presents the Discrete Fracture Network code RESOBLOK, which couples geometrical block system construction and a quick iterative stability analysis in the same package. The deterministic or stochastic geometry of a fractured rock mass can be represented and interactively displayed in 3D using two different fracture generators: one mainly used for hydraulic purposes and another designed to allow block stability evaluation. RESOBLOK has downstream modules that can quickly compute stability (based on limit equilibrium or energy-based analysis), display geometric information and create links to other discrete software. The advantage of the code is that it couples stochastic geometrical representation and a quick iterative stability analysis to allow risk-analysis with or without reinforcement and, for the worst cases, more accurate analysis using stress–strain analysis computer codes. These different aspects are detailed for embankment and underground works.
Use of an Integrated Discrete Fracture Network Code for Stochastic Stability Analyses of Fractured Rock Masses
Merrien-Soukatchoff, V. (Autor:in) / Korini, T. (Autor:in) / Thoraval, A. (Autor:in)
2011
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
38.58
Geomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB41
| British Library Online Contents | 2012
Modelling of fractured rock masses
| British Library Conference Proceedings | 2002
Multi-Network Percolation Model for Fractured Rock Masses
| British Library Conference Proceedings | 2000
Mechanical Stability Analyses of Fractured Rock Slopes
| Wiley | 2013