Titlebook: Geotechnical Engineering in the Digital and Technological Innovation Era; Alessio Ferrari,Marco Rosone,Guido Gottardi Conference proceedin

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Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Testse flow direction, the geomaterial showed consistently very low hydraulic conductivity. The collected results provided fundamental elements for the safety case of underground construction of deep radioactive waste repositories in deep Opalinus Clay shale.

催眠藥

1866-8755 nfrastructures and advances in risk mitigation strategies, and eco-friendly solutions for soils and rocks stabilization...This book is intended forpostgraduate students, researchers, and practitioners working on geotechnical engineering and related areas..978-3-031-34763-4978-3-031-34761-0Series ISSN 1866-8755 Series E-ISSN 1866-8763

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https://doi.org/10.1007/978-3-658-38437-1lar, experimental data obtained by centrifuge tests as well as numerical results of advanced 3D finite element calculations are described. Finally, a case-history related to the excavation of the Milan metro line 5 is also discussed, with a focus on monitoring records and possible optimisation of settlement sensors by inverse analysis.

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Some Remarks on the Response of Framed Structures to Tunnelling in Coarse-Grained Soilslar, experimental data obtained by centrifuge tests as well as numerical results of advanced 3D finite element calculations are described. Finally, a case-history related to the excavation of the Milan metro line 5 is also discussed, with a focus on monitoring records and possible optimisation of settlement sensors by inverse analysis.

Tempor

978-3-031-34763-4The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl

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https://doi.org/10.1007/978-3-031-34761-0Geotechnical Engineering; CNRIG23; Italian Geotechnical Society; New Technologies in Geotechnical Labor

機(jī)密

https://doi.org/10.1007/978-3-658-38437-1lar, experimental data obtained by centrifuge tests as well as numerical results of advanced 3D finite element calculations are described. Finally, a case-history related to the excavation of the Milan metro line 5 is also discussed, with a focus on monitoring records and possible optimisation of se