Titlebook: Earthquake Geotechnical Engineering Design; Michele Maugeri,Claudio Soccodato Book 2014 Springer International Publishing Switzerland 2014

Blatant

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Reinforced Soil Walls During Recent Great Earthquakes in Japan and Geo-Risk-Based DesignThis paper briefly reviews the recent development of this technology in Japan. Approximately 1,600 case histories on the seismic performance of such walls during the 2011 Great East Japan Earthquake were collected and analyzed. Statistical data on the seismic damage revealed that all types of reinfo

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清洗

最初

适宜

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Liquefaction in Tokyo Bay and Kanto Regions in the 2011 Great East Japan Earthquake.There were several accounts by eye-witnesses and video-pictures which are tacitly indicative of advent of surface waves or sloshing-like movements of the ground surface. Although conceptionally, some interpretation is given to these new features of motions which have not been hitherto addressed.

MAPLE

Book 2014this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionable to use this approach when geotechnical systems are affected by frequent and rare seismic events. Incidentally, the peak ground acceleration has in

ingestion

Spatially Constrained Inversion of Surface Wave Data to Build Shear Wave Velocity Modelseness. Laterally constrained inversion provides a robust framework for the interpretation of surface wave data in the perspective of building pseudo-2D/3D shear wave velocity models. In the chapter three case histories in different geological settings and with different characteristics of the experimental dataset are reported and discussed.

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