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Titlebook: Advances in Soil Liquefaction Engineering; Yoshimichi Tsukamoto,Kenji Ishihara Book 2022 Springer Nature Singapore Pte Ltd. 2022 Degree of

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樓主: Exaltation
11#
發(fā)表于 2025-3-23 13:09:35 | 只看該作者
Analysis on Triggering of Soil Liquefaction Including Effects of Imperfect Saturation,the cyclic resistance ratio are revisited. The empirical procedures to appropriately incorporate the effects of soil ageing and imperfect saturation are introduced, and some case history studies are described.
12#
發(fā)表于 2025-3-23 15:19:23 | 只看該作者
Use of In Situ Sounding Tests for Evaluating Soil Liquefaction Triggering,re described. The recent development on the use of weight sounding test is then introduced, including the estimations of relative density, SPT .-value as well as the liquefaction resistance of soils. The collection of some recent case history data on soil liquefaction triggering observed in Japan is also introduced.
13#
發(fā)表于 2025-3-23 21:33:37 | 只看該作者
https://doi.org/10.1007/978-981-15-5479-7Degree of saturation; Triggering of liquefaction; Consequence of liquefaction; Soil liquefaction during
14#
發(fā)表于 2025-3-24 01:24:24 | 只看該作者
15#
發(fā)表于 2025-3-24 03:44:46 | 只看該作者
16#
發(fā)表于 2025-3-24 07:11:48 | 只看該作者
Computer Security – ESORICS 2020the cyclic resistance ratio are revisited. The empirical procedures to appropriately incorporate the effects of soil ageing and imperfect saturation are introduced, and some case history studies are described.
17#
發(fā)表于 2025-3-24 12:29:44 | 只看該作者
Vladimir Sedlacek,Jan Jancar,Petr Svendare described. The recent development on the use of weight sounding test is then introduced, including the estimations of relative density, SPT .-value as well as the liquefaction resistance of soils. The collection of some recent case history data on soil liquefaction triggering observed in Japan is also introduced.
18#
發(fā)表于 2025-3-24 15:09:07 | 只看該作者
19#
發(fā)表于 2025-3-24 22:32:10 | 只看該作者
20#
發(fā)表于 2025-3-25 02:58:58 | 只看該作者
Evaluating Post-liquefaction Settlement and Lateral Deformation,from different points of view. Some recent case history data are then introduced. The liquefaction-induced settlement of foundations is then examined based on shaking table tests. Some recent findings from centrifuge model tests on the mechanism and numerical modelling of lateral spreading are also introduced.
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