Capítols de llibre
Recent Submissions
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Unconfined compressive strength of sand-fines mixtures treated with chemical grouts
(CRC Press, 2021)
Part of book or chapter of book
Restricted access - publisher's policyGround improvement by grouting is one of the methods applicable to solve problems connected to foundations, open cut excavations and tunnelling. The improvement of soils is in terms of reduced permeability and increased ... -
RocExs 2017 field trip: rockfall risk management in the Montserrat massif
(International Centre for Numerical Methods in Engineering (CIMNE), 2017)
Part of book or chapter of book
Open AccessThis field trip has been devised as the closure of this sixth edition of the RocExs workshop, on the Wednesday May 24th. According to the purposes of this interdisciplinary meeting, most of the suggested topics for the ... -
Los desprendimientos de rocas en la montaña de Montserrat. Un riesgo geológico relevante
(Institut Cartogràfic i Geològic de Catalunya, 2016-07)
Part of book or chapter of book
Open Access -
Creep effects on the thermo-hydro-mechanical responses of Callovo-Oxfordian claystone
(Springer, 2021)
Part of book or chapter of book
Restricted access - publisher's policyIn France, a deep geological disposal for high-level radioactive waste (HLW) and intermediate level long life radioactive waste (IL-LLW) called Cigéo is planned to be constructed in a deep Callovo-Oxfordian claystone (COx) ... -
Geomechanics of shale repositories: mechanical behavior and modeling
(John Wiley & sons, 2020)
Part of book or chapter of book
Restricted access - publisher's policyThis chapter presents an overview of modeling frameworks available within the theory of elastoplasticity and able to capture main features of shale behavior including: yield under compression, failure under deviatoric ... -
Excavation-induced instabilities
(CRC Press, 2019)
Part of book or chapter of book
Restricted access - publisher's policyThe aim of this chapter is to show the capabilities of MPM to simulate geotechnical problems dealing with soil excavation. The stability of supported vertical excavation in elasto-plastic material is analyzed. Results are ...