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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Granular Mechanics of the Active Lateral Pressure on Retaining Walls Rotating About the Top the passive chain is greater than the failure angle, the lateral pressure becomes bilinear, with the maximum value near the top, in agreement with the experimental results of several authors. Hence, the lateral force is similar to that of Coulomb, but the point of application is higher.

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Soil-Building Interaction and Risk Assessment of Existing Structures During Mechanized Tunneling Secondly, the above-ground structures are idealized by means of surrogate beam-, slab- or 3D-models. Finally, structural damage is assessed according to the computed strain pattern or the tilt of the building. This method enables the evaluation of the potential damage to above ground structures ass

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2366-2557 ering, geothermal energy, offshore technology, energy geostructures, geomechanical numerical models and computational rail geotechnics..978-3-030-64520-5978-3-030-64518-2Series ISSN 2366-2557 Series E-ISSN 2366-2565

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Idiomaticity and Semantic Extension,lyses. This computational procedure may be questionable in elasto-plastic analyses because there is no guarantee that the principle of superposition is valid for nonlinear analyses. In other words, stresses in the plastic zone must always satisfy the yielding criterion. Therefore, the stresses in th

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overhaul

arrogant

Particle and Nuclear Physics at J-PARCat changes in the normal stress distribution reflecting to both the eccentricity length and the friction condition were observed. Finally, new equations were proposed to determine the normalized . and the failure envelopes of both sand and clay.

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