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Titlebook: Geotechnical Earthquake Engineering; Ikuo Towhata Book 2008 Springer-Verlag Berlin Heidelberg 2008 Earth Pressure.Effective Stress Analysi

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樓主: EFFCT
21#
發(fā)表于 2025-3-25 04:48:43 | 只看該作者
Herwart Opitz,Karl Schwiegelshohn60s and 70s to precisely measure the stress-strain behavior in the small strain range (
22#
發(fā)表于 2025-3-25 11:02:01 | 只看該作者
23#
發(fā)表于 2025-3-25 15:01:32 | 只看該作者
Die Abtastung des negativen Faserbartes,mbankment can be easily repaired, when compared with steel and concrete structures, it is important that the induced deformation is less than the allowable limit so that the damage is quickly restored.
24#
發(fā)表于 2025-3-25 18:26:47 | 只看該作者
25#
發(fā)表于 2025-3-25 21:11:57 | 只看該作者
Zusammenstellung der benutzten Literatur,S wave (Secondary wave) is a propagation of shear deformation that arrives at earthquake observation stations after (second to) the Primary body wave (P wave, see Sect. 4.2). Since S wave generates a significant magnitude of horizontal motion at the ground surface, it is considered to be the most important cause of seismic damage.
26#
發(fā)表于 2025-3-26 02:04:25 | 只看該作者
27#
發(fā)表于 2025-3-26 06:17:36 | 只看該作者
28#
發(fā)表于 2025-3-26 10:48:56 | 只看該作者
29#
發(fā)表于 2025-3-26 14:53:19 | 只看該作者
https://doi.org/10.1007/978-3-322-88454-1In the recent times, except those caused by soil liquefaction, there has been few failure of dam due to earthquakes. An important issue, therefore, is the prevention of unallowable deformation of a dam embankment. This need has led to a study on the residual displacement of a soil body that remains after the end of shaking.
30#
發(fā)表于 2025-3-26 18:04:50 | 只看該作者
https://doi.org/10.1007/978-3-8348-9688-9One of the new problems in geotechnical earthquake engineering is related to a fault action. This situation was triggered by the 1995 earthquake in Kobe area as well as the 1999 ChiChi earthquake in Taiwan. The effects of fault movement in the underlying rock mass may or may not affect structures at the ground surface.
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