Main Objectives

The main objectives of DECOVALEX THMC were the study of THMC processes important for PA and SA and the investigation of EDZ. This phase consisted of four BMT&quote;s and 1 TC&quote;s. A BMT is a Benchmark Test in which the output of different computer codes are compared for a particular problem. A TC is a Test Case in which the output of one or more computer programs are compared against reality.

BMT1: influence of near-field THM couplings on PA (Task A)

  • model calibration of rock damage and bentonite models on lab tests and in-situ experiments
  • THM analysis of a near field hypothetical repository
  • calculation of PA indicators

Discussion:

  • overall consistent results between teams
  • Possible improvement : extent and properties of EDZ

BMT2: Evolution of the EDZ in crystalline rocks (Task B)

  • lab testing and modeling of mechanical strength of granite
  • THMC analysis of an emplacement drift in a hypothetical repository

Discussion:

  • variety of models used for EDZ simulation
  • Possible improvement: scale and time dependant strength properties – use of micromechanics

BMT3: Long term changes in EDZ due to THM and THC processes (Task D)

  • THM simulations of a Febex type ( saturated granite with buffer) and of a YM type (unsaturated tuff without buffer) repositories
  • THC simulations of a Febex type and of a YM type repositories

Discussion:

  • overall good agreement between predictions
  • Possible improvements:
    • shear induced permeability changes
    • accounting for reaction kinectics
    • long term MC couplings

BMT4: THMC simulation of the effects of a glaciation (Task E)

  • infiltration of glacial meltwaters to the subsurface
  • anomalous hydraulic head
  • groundwater flow under permafrost conditions

Discussion:

  • shortcomings due to 2D analysis compared to 3D
  • Possible improvements:
    • fracture reactivation mechanisms
    • coupling with reactive transport model

TC1: Evolution of the EDZ in Tournemire argillite (France)

  • modelling the extent of EDZ around a 100 years old tunnel
  • modelling the evolutions of EDZ around 3 openings of different ages
  • modelling a mine-by-test around a 2003 gallery

Discussion:

  • instantaneous failure mechanisms well understood
  • Possible improvement: modelling delayed failure mechanims