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Titlebook: Challenges and Innovations in Geomechanics; Proceedings of the 1 Marco Barla,Alice Di Donna,Donatella Sterpi Conference proceedings 2021 Th

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A Comparative Study on Stress Distributions in Physical Models Using Photo-elasticity and FEMscontinuities, slopes, foundations and underground openings in continuum and discontinuum and compared the stress states obtained from elastic finite element method. The authors present the outcomes of photo-elasticity experiments and finite element simulations. The results are compared with each other and their implications are discussed.
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A Procedure for 3D Modelling of Very Large Geotechnical Structures: Open Cast Coal Mine Case, methodology for applying spatial and temporal evolution of geometry is described. As an example of the procedure, a case study of development of 3D model of internal landfill of open cast coal mine Bílina, Czechia is presented.
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Centrifuge Model Simulation for Seismic Behavior of Grid-Form Deep Mixing Walls Supporting a Buildin the experimental behavior. The simulation code MuDIAN was used with the YT model as a soil constitutive equation. The behavior of the excess pore water pressure ratio, soil, and building acceleration were able to replicate the experimental behavior in general, employing soil parameters determined from the laboratory element experiments.
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Conference proceedings 2021osphere interaction, ice mechanics, landfills and waste disposal, gas and petroleum engineering, geothermal energy, offshore technology, energy geostructures, geomechanical numerical models and computational rail geotechnics..
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SFUD, IMPT, and Plan Robustness,dels were developed to investigate the long-term performance, and potential degradation of the wind-turbine foundation system. Modeling results when combined with field monitoring work would aid in improving the design practices or available standards to predict the service life of a wind-turbine foundation system.
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Idiomaticity and Semantic Extension,e was identified as “stress disturbed”, allowing for the definition of the area requiring treatments. This case study was subsequently implemented in the risk assessment procedure for tunnel projects excavated in similar environments.
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Evaluation of Wind Turbine-Foundation Degradationdels were developed to investigate the long-term performance, and potential degradation of the wind-turbine foundation system. Modeling results when combined with field monitoring work would aid in improving the design practices or available standards to predict the service life of a wind-turbine foundation system.
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