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

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51#
發(fā)表于 2025-3-30 11:28:26 | 只看該作者
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53#
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54#
發(fā)表于 2025-3-30 22:32:46 | 只看該作者
Nichtlineare elliptische Systeme,graded version of the SANISAND model. Mostly, Analytical models for estimating damping ratio during cyclic loading focus on hard grained sands. In the present work, one such model is upgraded to predict the damping ratio considering the effect of particle breakage. An enhanced version of the SANISAN
55#
發(fā)表于 2025-3-31 03:04:15 | 只看該作者
Compression Models from Elementary Incremental Lawsnd void ratio. Models were presented in terms of void ratio-effective stress relationship and porosity-depth trends. All theoretical expressions were derived by assuming suitable incremental compression laws. Comparison with experimental data indicates that the models can describe a number of features of the behavior of sand and sedimentary rocks.
56#
發(fā)表于 2025-3-31 08:10:36 | 只看該作者
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發(fā)表于 2025-3-31 09:35:03 | 只看該作者
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59#
發(fā)表于 2025-3-31 19:11:44 | 只看該作者
60#
發(fā)表于 2025-3-31 22:02:19 | 只看該作者
Particle Segmentation of 3D Silt Images from X-ray μ-CT for Fabric Analysiswell illustrated the influence of soil fabric on the behavior of natural silts. A research program has been undertaken with the use of, nondestructive, X-ray micro-computed tomography (μ-CT) imaging to further investigate the particulate fabric of silt. As the term soil fabric is related to the arra
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