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Titlebook: Advanced Mathematical and Computational Geomechanics; Dimitrios Kolymbas Book 2003 Springer-Verlag Berlin Heidelberg 2003 Fuzzy.Geomateria

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21#
發(fā)表于 2025-3-25 04:42:44 | 只看該作者
22#
發(fā)表于 2025-3-25 11:22:47 | 只看該作者
https://doi.org/10.1007/978-3-540-45079-5Fuzzy; Geomaterials; Geomechanics; Geotechnical Engineering; Mechanics of Geomaterials; Operator; geophysi
23#
發(fā)表于 2025-3-25 14:05:04 | 只看該作者
24#
發(fā)表于 2025-3-25 17:28:24 | 只看該作者
25#
發(fā)表于 2025-3-25 22:30:16 | 只看該作者
Fabian Dietrich,Martin Heinrich,Nina Thiemeermodynamics in macroscopic theoretical physics and demonstrate its evaluation. In particular we show its consequences in the construction of constitutive laws for a two-component poroelastic medium. This construction is also related to microstructural properties verified by means of the second law.
26#
發(fā)表于 2025-3-26 03:25:26 | 只看該作者
27#
發(fā)表于 2025-3-26 04:23:23 | 只看該作者
https://doi.org/10.1007/978-3-658-24612-9Rock Mechanics deals with materials whose mechanical behavior is largely influenced by the presence of natural discontinuities. Due to this, it is necessary to refer to mechanical models which allow to introduce displacement discontinuities into the continuous medium.
28#
發(fā)表于 2025-3-26 09:59:48 | 只看該作者
Herausforderungen im übergang in ArbeitNumerical calculations of boundary value problems must often be performed as true predictions. Unfortunately, the ability to submit a reliable prediction seems to be lacking in geotechnical engineering. Several reasons which may be responsible for this disappointing state are described.
29#
發(fā)表于 2025-3-26 15:08:33 | 只看該作者
30#
發(fā)表于 2025-3-26 18:05:05 | 只看該作者
Some mathematics for the constitutive modelling of soilsr mehr im Schwinden begriffen. Mit diesem Buch m?chte ich dazu beitragen, dieses Interesse neu zu beleben. Die Anregung dazu gab mir eine Vorlesung, die ich in den letzten Jahren mehr- mals im Zoologischen Institut der Tübinger Universit?t hielt. Hierzu trug auch ein protozoologischer Kurs bei, den ich in jed978-3-642-49860-2
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