Progressive Excavation Disturbance Zone Evolution During and Post Mine-By Tunneling (PRECODE) – Insight into a New Underground Research Laboratory for Crystalline Rocks in the BedrettoLab

U.S. Rock Mechanics/Geomechanics Symposium (ARMA)

Abstract

ABSTRACT: Development of brittle damage around tunnels is quite common in massive rocks under highly-stressed conditions. Understanding the shape and extent of the Excavation Damage Zone (EDZ) is important, particularly for deep geological repositories (DGRs) for nuclear waste. Within the EDZ, permeability is often increased, and in the context of nuclear waste disposal, this increased permeability may create preferred pathways for the migration of radionuclides. Therefore, a comprehensive assessment of brittle fracture formation in space and time requires multidisciplinary monitoring systems. A new Underground Research Laboratory (URL) in Southern Switzerland in the old Bedretto Gallery is under construction for the purpose of studying the evolution of the Excavation Damage Zone (EDZ) in crystalline rocks. The new experimental tunnel will form a new branch from the existing Bedretto tunnel which will be densely instrumented prior to the excavation with various sensors. The main objectives of the PRECODE experiment are to understand: (1) short-term rock mass behavior and EDZ formation during tunneling; (2) long-term fracture propagation within the EDZ associated with environmental conditions (fluctuations in humidity and temperature); (3) permeability evolution around an open excavation and (4) the impact of tunneling on potential dislocations of nearby fault zones. In-situ data and a series of comprehensive laboratory tests form a hydro-seismo-mechanically coupled reference data set for numerical simulations with the aim to further improve predictive models. This paper outlines an overview of the project objectives, details of the planned monitoring systems, and some preliminary results obtained from a baseline study. 1. INTRODUCTION Development of brittle fracturing around tunnels in massive and highly stressed rocks is quite common. In crystalline rocks (i.e. granite), the brittle fracturing is depicted through spalling and in a severe case rock bursting (Diederichs, 2007). The fracture initiation and propagation often start during the tunneling process and develop over time. These progressive failures may lead to an interconnected fracture network typically associated with the radiation of micro-seismic signals. Within the excavation damage zone (EDZ), the permeability is often enhanced and – in the framework of nuclear waste disposal – may provide preferential pathways for radionuclide migration.

Authors 12

1. Pooya Hamdi Aachen Chair of Engineering Geology & Hydrogeology

   RWTH Aachen University

   Affiliation as printed

   Chair of Engineering Geology & Hydrogeology, RWTH Aachen

2. Peter Achtziger-Zupančič

   Fraunhofer Research Institution for Energy Infrastructures and Geotechnologies IEG

   Affiliation as printed

   Fraunhofer Research Institution for Energy Infrastructures and Geothermal Systems IEG

3. Jonas Dickmann Aachen Chair of Engineering Geology & Hydrogeology

   RWTH Aachen University

   Affiliation as printed

   Chair of Engineering Geology & Hydrogeology, RWTH Aachen

4. Michał Kruszewski Aachen Chair of Engineering Geology & Hydrogeology

   RWTH Aachen University

   Affiliation as printed

   Chair of Engineering Geology & Hydrogeology, RWTH Aachen

5. Antonio Pio Rinaldi

   ETH Zurich · Swiss Seismological Service

   Affiliation as printed

   Swiss Seismological Service, Swiss Federal Institute of Technology (ETH Zurich)

6. Linus Villiger

   ETH Zurich · Swiss Seismological Service

   Affiliation as printed

   Swiss Seismological Service, Swiss Federal Institute of Technology (ETH Zurich)

7. Alexis Shakas

   ETH Zurich

   Affiliation as printed

   Swiss Federal Institute of Technology (ETH Zurich)

8. Matthew A. Perras

   York University

   Affiliation as printed

   Lassonde School of Engineering, York University

9. Navid Bahrani

   Dalhousie University

   Affiliation as printed

   Dalhousie University, Canada

10. Di Jiang

    ETH Zurich · Swiss Seismological Service

    Affiliation as printed

    Swiss Seismological Service, Swiss Federal Institute of Technology (ETH Zurich)

11. Florian Amann Aachen Chair of Engineering Geology & Hydrogeology

    RWTH Aachen University

    Affiliation as printed

    Chair of Engineering Geology & Hydrogeology, RWTH Aachen

12. Stefan Wiemer

    ETH Zurich · Swiss Seismological Service

    Affiliation as printed

    Swiss Seismological Service, Swiss Federal Institute of Technology (ETH Zurich)