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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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31#
發(fā)表于 2025-3-26 21:08:29 | 只看該作者
Nichtlineare elliptische Systeme,developed calibration software outperforms the “by hand” calibration in terms of accuracy, simplifies the parameter calibration and lowers the entry hurdle for the use of the advanced constitutive models.
32#
發(fā)表于 2025-3-27 01:18:52 | 只看該作者
3D Finite Element Application of Elastoplastic Constitutive Model for Intact Rockperiments, 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.
33#
發(fā)表于 2025-3-27 07:19:56 | 只看該作者
34#
發(fā)表于 2025-3-27 09:34:29 | 只看該作者
Automatic Parameter Calibration of Two Advanced Constitutive Modelsdeveloped calibration software outperforms the “by hand” calibration in terms of accuracy, simplifies the parameter calibration and lowers the entry hurdle for the use of the advanced constitutive models.
35#
發(fā)表于 2025-3-27 16:31:10 | 只看該作者
36#
發(fā)表于 2025-3-27 20:14:04 | 只看該作者
978-3-031-12853-0The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
37#
發(fā)表于 2025-3-28 00:54:14 | 只看該作者
38#
發(fā)表于 2025-3-28 05:53:18 | 只看該作者
Hamburg Studies on Maritime Affairsnd 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.
39#
發(fā)表于 2025-3-28 10:01:55 | 只看該作者
40#
發(fā)表于 2025-3-28 13:38:41 | 只看該作者
Zinovy Fichtenholz,Leon L. Pesotchinsky stress-sensitivity of asphalt binders. For this purpose, a PG 58-28 asphalt binder, two different WMA additives, and two different ASAs were collected from local suppliers in Oklahoma. The amount of WMA additives and ASA were kept constant. The Multiple-Stress Creep and Recovery (MSCR) test were co
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