Titlebook: Developments in Earthquake Geotechnics; Susumu Iai Book 2018 Springer International Publishing AG 2018 Earthquakes and Geotechnical Engine

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Regulations Pertaining to Compressed Gasesrovide a computational tool that represents the nonlinear dynamic behavior of the foundation in a manner much simpler than finite element modelling; consequently, they are useful for preliminary design. The basis of this chapter is the shallow foundation moment-rotation pushover curve, which is brac

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Regulations Pertaining to Compressed Gasesn Urayasu city in the Tokyo Bay area due to the 2011 Tohoku Earthquake off the Pacific coast. Liquefaction damage was significant because the ground shook with earthquake motions for an extremely long duration (more than 2?min for the main shock) followed by an aftershock about 30?min later. In part

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Regulations Pertaining to Compressed Gaseslity of the analysis method. The multi-spring model and the cocktail glass model are used for undrained and partially drained analysis, respectively. Both are defined in the framework of the strain space multiple mechanism model. The earthquake motion in this particular earthquake lasted more than 2

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Bulk Containers for Compressed Gasesoku, especially in the area south of the epicenter. Although it is assumed that liquefaction due to the ground motions occurring before the tsunami magnifies the tsunami damage, the severity of liquefaction and related damage to the quay walls before the tsunami is unknown. Various numerical simulat

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Regulations Pertaining to Compressed Gasesealize the stress–strain behavior of clay under monotonic and cyclic loads. Compared to the conventional elasto-plastic models of the Cam-clay type, advantages of the proposed model include (1) the arbitrary initial K. state can be analyzed by static gravity analysis, (2) the stress-induced anisotro

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Bulk Containers for Compressed Gasesas developed as an extension of a model (cocktail glass model) for liquefiable sandy soil. The models were installed on a two-dimensional dynamic effective stress analysis program. The program was used to apply a constitutive model (cookie model) to a clay layer under a highway embankment as an exam

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