Titlebook: Challenges and Innovations in Geomechanics; Proceedings of the 1 Marco Barla,Alice Di Donna,Alessandra Insana Conference proceedings 2023 T

IRS

On the Influence of Multiple Episodes of Cyclic Loading and Reconsolidation on the Behavior of Monopn by Niemunis and Herle (.). For the calibration of the constitutive model, undrained triaxial tests were performed. At the end of the manuscript, the influence of reconsolidation stages on the design of monopiles and the capabilities of the constitutive model to reproduce this behavior are discussed.

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UTTER

2366-2557 y leading experts in the field.This book gathers the latest advances, innovations, and applications in the field of computational geomechanics, as presented by international researchers and engineers at the 16th International Conference of the International Association for Computer Methods and Advan

洞察力

Conference proceedings 2023chers and engineers at the 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG), held in Turin, Italy on August 30 - September 2, 2022. Contributions include a wide range of topics in geomechanics such as: laboratory and field test

物种起源

A Robust Solution to Address Overshooting in Bounding Surface Plasticity Modelsbust solution to the overshooting problem. The explicit integration scheme with automatic and adaptive sub-stepping is employed to increase the speed of finite element simulations. The robustness of the solution proposed is demonstrated by several numerical examples.

Encephalitis

Assessment of Stress Paths Around Large-Diameter Loaded Piles Under Lateral Cyclic Loading normal stress and shear stress and the rotation of principal stress axis. This preliminary investigation provides recommendation for experimental campaign of tests and the Hollow Cylinder Torsional Apparatus is found enables a much better simulation, including the replication of the rotation of principal stress axes.

floodgate

Hamburg Studies on Maritime Affairsbust solution to the overshooting problem. The explicit integration scheme with automatic and adaptive sub-stepping is employed to increase the speed of finite element simulations. The robustness of the solution proposed is demonstrated by several numerical examples.

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ATRIA

Protection of Specific Marine Areasperiments, which verified the UMAT and proved the applicability of elasto-plastic model to rocks. The three dimensional application of developed UMAT in ABAQUS provides the commercial FEM code a new optional constitutive law for the elastoplastic problems in rock mechanics.

cornucopia

Nichtlineare elliptische Systeme,lings responses such as contractive/dilative behaviour, shear strength, pore-pressure response and soil hardening/softening behaviour was assessed. The study showed that constitutive models should be selected based on the material behaviour shown in advanced laboratory testing, rather than merely using the soil classification.