DECOVALEX-2023 Overview

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DECOVALEX-2023 is the current and 8th project phase and runs from 2020 through 2023. Modeling teams from 17 international partner organizations participate in the comparative evaluation of seven modeling tasks involving complex field and/or laboratory experiments in the UK, Switzerland, Japan, France and Sweden. Together, these tasks address a wide range of relevant issues related to engineered and natural system behavior in argillaceous and crystalline host rocks.

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Layout of the CRQ in-situ experiment and cross-section plane at 15 m from the GCS drift wall where a fracture is expected.

Task A addresses both areas related to the fluid pressurization within the COx and its resulting fracturing. It will also contribute to a robustness demonstration that these processes will not occur at the repository scale. More »

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Stage 3 (Lasgit): the Large scale gas injection test at the -420 m level in Äspö HRL.

Several concerns were raised in Task A D-2019 as some key features in the modelling of advective gas were still unclear. With these concerns in mind, development of new numerical representations for the quantitative treatment of gas in clay-based repository systems are therefore required, and are the primary focus of Task B under DECOVALEX-2023. More »

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Figure 1: Schematic diagram of the FE tunnel.

The full-scale emplacement experiment (FE experiment) at the Mont Terri Underground Rock Laboratory was designed to replicate the emplacement tunnel of Nagra’s reference repository design at 1:1 scale. The focus will be to understand pore pressure development in the Opalinus Clay and how this is affected by heating, engineering factors (e.g. shotcrete, tunnel shape) and damage due to tunnel construction and thermal effects. More »

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Schematic view of the Horonobe full scale in-situ EBS experiment

Full scale in situ Engineered Barrier System (EBS) experiments have been addressed in several phases of the DECOVALEX project where water infiltration into the buffer material after the emplacement was analyzed. The task being conducted here focuses on the incorporation of such buffer material density changes into the analysis codes. More »

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Figure 1. BATS heated array and data acquisition systems

The primary Task E objective is to predict and quantify the importance of coupled THMC processes relating to the availability of heating, mechanical deformation, and water to flow into heated excavations in bedded salt. More »

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Figure 2. Example of a flow and transport model domain with generic repository in fractured crystalline rock.

The primary objectives of Task F are to build confidence in the models, methods, and software used for performance assessment (PA) of deep geologic repositories, to bring to the fore additional research and development needed to improve PA methodologies, and to cultivate awareness of international PA practices among participating countries and teams. More »

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Figure 1: Task G structure

The emphasis of this task is at the laboratory scale, using well-designed experiments to link micro-scale THM(C) effects acting on fracture surfaces and asperity contacts with emergent fracture properties such as permeability. More »