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Titlebook: Geotechnics and Earthquake Geotechnics Towards Global Sustainability; Susumu Iai Book 2011 Springer Science+Business Media B.V. 2011 Earth

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樓主: 民俗學(xué)
11#
發(fā)表于 2025-3-23 13:43:21 | 只看該作者
Geo-Hazards,in the affected region were suffered from various natural hazards, such as slope failures, debris flows, floods, and scours. Despite the depressing fatalities and infrastructure damages, Typhoon Morakot did offer a great opportunity to observe behaviors of bridge foundations under different types of
12#
發(fā)表于 2025-3-23 16:38:06 | 只看該作者
Exploring Non-gravity Geotechnics,cyclic loading. This chapter concerns deformation characteristics of liquefied sand that may deform to a strain of 100% or more during and after strong ground shaking. To evaluate the liquefaction-induced ground deformation thus produced, it is essential to understand and validate the deformation ch
13#
發(fā)表于 2025-3-23 18:49:01 | 只看該作者
14#
發(fā)表于 2025-3-23 23:07:11 | 只看該作者
15#
發(fā)表于 2025-3-24 05:53:02 | 只看該作者
16#
發(fā)表于 2025-3-24 09:12:45 | 只看該作者
17#
發(fā)表于 2025-3-24 14:10:22 | 只看該作者
Coastal Protection,geo-tubes, geo-bags, geo-mattresses, geo-containers, precast concrete segments, suction caissons and assembly structures. The applications of some of these new techniques in the construction of coastal protection structures are illustrated using case histories.
18#
發(fā)表于 2025-3-24 16:17:58 | 只看該作者
Exploring Non-gravity Geotechnics,eve a state of null effective stress. It was shown that sand deforms in a viscous manner under constant load when effective stress has disappeared. The obtained coefficient of viscosity was then made use of to run deformation analyses on a geotechnical structures resting on liquefied sand.
19#
發(fā)表于 2025-3-24 21:25:59 | 只看該作者
Environmental Risk Perception and Migration,uring ..-constant drained shear. The Cam Clay models were developed from assumptions of energy dissipation during shear. This chapter presents an interpretation of the physical meaning of dissipated energy and reveals the mathematical similarity between these two groups of constitutive models.
20#
發(fā)表于 2025-3-25 01:24:12 | 只看該作者
Soil Mechanics,uring ..-constant drained shear. The Cam Clay models were developed from assumptions of energy dissipation during shear. This chapter presents an interpretation of the physical meaning of dissipated energy and reveals the mathematical similarity between these two groups of constitutive models.
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