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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
21#
發(fā)表于 2025-3-25 04:40:10 | 只看該作者
Book 2022triggering and consequences of soil liquefaction during earthquakes. The topics therefore cover all aspects of soil behaviour following liquefaction during earthquakes. The contents start with new approaches and new findings on characterisation of liquefaction resistance and undrained shear strength
22#
發(fā)表于 2025-3-25 08:17:39 | 只看該作者
23#
發(fā)表于 2025-3-25 12:42:53 | 只看該作者
https://doi.org/10.1007/978-3-030-59013-0line, initial dividing line, initial state ratio are introduced to characterise the undrained residual shear strength of silty sand. The importance of defining the undrained residual shear strength ratio with respect to the effective major stress, usually the effective overburden stress is illustrated.
24#
發(fā)表于 2025-3-25 16:38:34 | 只看該作者
25#
發(fā)表于 2025-3-25 20:16:45 | 只看該作者
26#
發(fā)表于 2025-3-26 03:09:40 | 只看該作者
27#
發(fā)表于 2025-3-26 06:49:43 | 只看該作者
28#
發(fā)表于 2025-3-26 12:21:07 | 只看該作者
: Analyzing Potential Pre-attack Surfaces of skeleton void ratio is introduced to capture the overall characteristics of liquefaction resistance and initial shear modulus of soils. The relations between liquefaction resistance and initial shear modulus of soils are then illustrated with respect to the reference cyclic strain.
29#
發(fā)表于 2025-3-26 15:31:35 | 只看該作者
Liquefaction Resistance of Saturated Sand, of skeleton void ratio is introduced to capture the overall characteristics of liquefaction resistance and initial shear modulus of soils. The relations between liquefaction resistance and initial shear modulus of soils are then illustrated with respect to the reference cyclic strain.
30#
發(fā)表于 2025-3-26 19:12:14 | 只看該作者
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