Nuclear Waste Storage

Soil mechanics laboratory

Tools for the assessment of multi-barrier systems

Radioactive waste is planned to be safely stored, adopting an engineerd multibarrier system in deep geological formation. The disposal needs to ensure the isolation of the waste from the external environment for hundreds of thousands of years. The long term duration represents a major challenge for safety assessment. The metal canister containing the vitrified waste will be emplaced in a deep underground tunnel, excavated in a clayey geomaterial, and backfilled with bentonite clay.Several interacting physical phenomena take place simultaneously during the waste disposal life, making any prediction for the reservoir behaviour a challenging subject. In this sense, the understanding and modelling of the thermo-hydro-mechanical (THM) behaviour of these materials have to be accurately addressed.

Research Group for Nuclear Waste Storage:


Post-doctoral researcher

PhD students

Research Projects:

Ongoing Projects

Beacon – Bentonite mechanical evolution

The project aims at improving the numerical models for predicting the behaviour of bentonite seals, buffers and backfills in the context of deep nuclear waste disposal. The focus is on understanding the homogenisation of the material that will take place upon water uptake from the surrounding host rock. Robust numerical tools, able to predict the long term performance of such elements are key technical issues for the implementation of planned geological disposals.

Geomaterial behaviour in partially saturated conditions

In the concept of the nuclear waste repository, both the natural and the engineered barriers will come across unsaturated conditions. The partial saturation affects the mechanical response of the geomaterials. Understanding and characterising the behaviour of unsaturated geomaterials composing the multi-barrier system is, therefore, one of the main issues. Several advanced devices are available in our laboratory allowing to analyse experimentally swelling behaviour, mechanical response in unsaturated conditions, water retention behaviour and liquid and gas transfers.

Shale immersed in water: degradation over time

Thermo-Hydro-Chemo-Mechanical behaviour of Shales

Shales are not only considered as a suitable soil for the storage of high-level nuclear waste. They also provide perfect cap rocks for oil and gas reservoirs. This makes their behaviour an exciting subject of research for the civil and environmental engineer

During well boring pressures of tens of MPa and temperature up to 100°C are recorded. Such in-situ conditions are not easy to reproduce in the laboratory. Also, various fluids can be adopted to improve drilling efficiency. This fluid interacts with the shales with which it is in contact, inducing chemo-mechanical effects. LMS is currently researching the influence of salts on saturated soils and shales.

Thermo-hydro-mechanical constitutive modelling

A variety of phenomena occurs during wetting, drying, heating or mechanical loadings. The swelling behaviour, thermal collapse, wetting collapse, and the isothermal mechanical behaviour must all be included in a constitutive model. Based on concepts from the Cam-Clay model, our model, ACMEG, has been extended and tested to reproduce the key behaviours of unsaturated soils. It is currently expanded to other problems such as anisotropy or chemical couplings.

Constitutive Modeling

SKB Task Force on Engineered Barrier Systems

The objective of the International Task Force on Engineered Barriers, managed by the Swedish company SKB, is the  development of general and effective tools for the advanced coupled THMC analysis of buffer and backfill for High-Level Waste repositories ( Our task focuses on the numerical modelling of gas flow in the compacted bentonite buffers. The scientific goal is to improve the predictive capabilities of the numerical tools to be used in the long-term safety assessment of the repository. Partners are Nagra (Switzerland), UPC (Spain), and Intera (Switzerland).

Thermo-Hydro-Mechanical 3D Modelling of the FE-Experiment in Mont Terri

The Full-scale Emplacement (FE) Experiment at the Mont Terri Underground Research Laboratory (URL) mimics the construction, waste emplacement, backfilling and early-stage evolution of a high-level waste repository tunnel, using heaters instead of canisters. In this context, Nagra has established an international modelling Task Force with the aim of validating and calibrate the available numerical Thermo-Hydro-Mechanical frameworks. The final aim is to assess the impact of repository induced effects on the long-term performance of the radioactive waste multibarrier storage system. Partners are Nagra (Switzerland), UPC (Spain), and BGR (Germany).

Numerical modelling of the Hydro-Mechanical behavior of shales in a real excavation context

In recent years, significant efforts have been made to characterize the hydromechanical response of Opalinus Clay shale. These data enable to improve the available numerical tools to better describe the real response of the formation in an excavation context. New features are being added to the theoretical approaches, and the calibration and validation of the models are enhanced by the analysis of the new laboratory and field data. Significant efforts are also devoted to the identification and interpretation of the site variability of the hydromechanical properties of Opalinus Clay. The main partner of these project is Nagra (Switzerland).



Recent Publications

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Hydro-mechanical behaviour of shallow Opalinus Clay shale

Eleonora Crisci;
Alessio Ferrari;
Silvio Giger;
Lyesse Laloui;


In Switzerland, Opalinus Clay shale has been selected as the host formation for radioactive waste disposal. The minimum required depth of the repository is related to the long-lasting isolation required for the disposal (1 million years). During this period, possible erosion scenarios affecting the repository need to be analysed. Opalinus Clay from shallow depths (< 70m) was sourced from a borehole in Northern Switzerland, where the formation was affected by a considerable exhumation process. This work aims to investigate the impact of the mentioned phenomenon on the hydro-mechanical behaviour of Opalinus Clay through one-dimensional consolidation and permeability measurements.

Engineering Geology

Jan 24 2019

Vol. 251 , p.214-227.

DOI : 10.1016/j.enggeo.2019.01.016

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Consolidated-undrained triaxial testing of Opalinus Clay: Results and method validation

SB Giger;
RT Ewy;
Valentina Favero;
R Stankovic; LM Keller;


-An alternative procedure to “conventional” testing of clay shales is presented.
-The robustness and advantages of the procedure is demonstrated.
-The impact of inappropriate strain rate on test results is highlighted.
-The procedure decreases test complexity and rig time (10 to 20 days) significantly.

Geomechanics for Energy and the Environment


14, p. 16-28.

DOI : 10.1016/j.gete.2018.01.003

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Anisotropic behaviour of Opalinus Clay through consolidated and drained triaxial testing in saturated conditions

Valentina Favero;
Alessio Ferrari;
Lyesse Laloui;


This paper investigates the anisotropic hydro-mechanical behaviour of Opalinus Clay shale, the host material currently being considered for the construction of a nuclear waste repository in Switzerland. Consolidated and drained triaxial tests on Opalinus Clay from the Mont Terri URL have been conducted in order to derive information on its strength and stiffness properties. Opalinus Clay specimens were tested both parallel to bedding (P-specimens) and perpendicular to bedding (S7 specimens). The considered effective confining stress range (from 2 to 12 MPa) has been selected in order to reproduce possible in-situ stress conditions for the repository. In this work, particular attention has been paid to the experimental procedure in order to ensure consolidated conditions and avoid generation of unwanted excess pore water pressure during drained shearing.

Rock Mechanics and Rock Engineering,


51,5, 1305-1319.

DOI : 10.1007/s00603-017-1398-5

Previous Publications



See all LMS publications




Laboratoire Mont-Terri: Dr Alessio Ferrari’s interview with RTS


“The future of nuclear waste” – interview with Prof. Laloui




Where will nuclear waste go?

Alessio Ferrari, research associate at the LMS was interviewed by the Swiss radio television about the choice of the potential sites for the nuclear waste disposal.


Prof. Laloui gave a conference about nuclear waste storage in Sion on 19 January 2012:

Prof. Laloui was interviewed on January 19, 2012 on Radio Chablais about the Nuclear Waste Storage solutions investigated in Switzerland.


Burying the nuclear wastes
Interview with Prof. Laloui about the nuclear waste storage solution chosen in Switzerland.


Completed Projects

GAST Experiment
The Gas-Permeable Seal Test (GAST) was initiated in 2010 and conducted at the Grimsel Test Site (GTS, Switzerland) to demonstrate the effective functioning of gas-permeable seals at realistic scales and under realistic hydraulic conditions.

FEBEX: Full-scale Engineered Barriers Experiment
Modelling of the bentonite and the repository design. Partners are ENRESA and UPC (Spain), NAGRA (Switzerland), SKB (Sweden).

SHARC2: Shale Research Centre consortium
This consortium unites the state-of-the-art knowledge and research on shales of both oil industries and nuclear agencies. The Shale Research Centre’s objectives are the experimental and theoretical characterisation of gas shales properties and the analysis of problems related to reservoirs performance. Partners are CSIRO (Australia), NAGRA (Switzerland), BP (U-K), Total (France), SINOPEC (China).

Our sponsors:








Swiss nuclear








Mont Terri Project