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    Modelling over-boring and extension of a tunnel with surrounding excavations
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    As part of phase four in the extension of the ANDRA Meuse/Haute-Marne Underground Research Laboratory, a safety niche (called GT1) will be over-bored into a larger section, then extended. The tunnel axis is 16 m from an auxiliary shaft (named PX). Two perpendicular drifts, called GLN and GLE, connect these 2 excavations.

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    • Elastic Properties of Fractured Rock Masses With Frictional Properties and Power Law Fracture Size Distributions
    • The role of rock mass heterogeneity and buckling mechanisms in excavation performance in foliated ground at Westwood Mine, Quebec
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  • About
    Jolanta Świtała
    Senior Geomechanical Engineer
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    Jolanta has a Bachelor of Science in Civil Engineering from Wrocław University of Technology with Joint Master of Science in Geotechnics from Delft University of Technology with specialization in rock mechanics. She has experience in rock mechanics, numerical modelling, grouting, design of construction documents, construction support and project management in multidisciplinary infrastructure projects. She is also experienced as a rock mechanics consultant in the mining sector. In addition to her geotechnical investigation and core logging experience, Jolanta is also proficient in parametric modelling.

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