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Titlebook: Design and Construction of Tunnels; Analysis of Controll Pietro Lunardi Book 2008 Springer-Verlag Berlin Heidelberg 2008 Deformation Respon

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31#
發(fā)表于 2025-3-27 00:37:04 | 只看該作者
The deformation response of the medium to excavation study for a tunnel designer; .2. the formation of an . and its position with respect to the cavity are signalled by the “deformation response” of the medium to the action of excavation, in terms of both size and type.
32#
發(fā)表于 2025-3-27 03:55:54 | 只看該作者
33#
發(fā)表于 2025-3-27 07:28:31 | 只看該作者
Modeling Real-Time and Reliabilityvance core by regulating its rigidity appropriately. In terms of forces this means employing preconfinement and not just confinement action, where preconfinement is defined as any active action which favours the formation of an arch effect in the ground ahead of the face.
34#
發(fā)表于 2025-3-27 10:47:55 | 只看該作者
https://doi.org/10.1007/978-3-319-95513-1n order to guarantee the stable creation of an arch-effect (channelling of stresses) in a band of ground as close as possible to the profile of the tunnel that is able to resist the field of increased deviated stresses.
35#
發(fā)表于 2025-3-27 17:22:02 | 只看該作者
36#
發(fā)表于 2025-3-27 20:22:51 | 只看該作者
The deformation response of the medium to excavation long term stability of an underground cavity is closely connected with the formation of an arch effect, which must therefore be the primary object of study for a tunnel designer; .2. the formation of an . and its position with respect to the cavity are signalled by the “deformation response” of the
37#
發(fā)表于 2025-3-28 00:50:59 | 只看該作者
Analysis of the deformation response according to the ADECO-RS approachstruction approach which fits reality more closely than those commonly in use today, it was essential to start a new programme of both theoretical and experimentally research to add to and deepen the knowledge we had already acquired of the relationship between the stress-strain behaviour of the adv
38#
發(fā)表于 2025-3-28 03:23:16 | 只看該作者
39#
發(fā)表于 2025-3-28 08:45:11 | 只看該作者
40#
發(fā)表于 2025-3-28 11:47:48 | 只看該作者
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