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Liquefaction was the main reason of the huge damages caused by many earthquakes around the world. Results of this simulation showed us the difference in the behavior of the soil mass under the impact of an earthquake compared with the elastic behavior, as well as showed us the necessary to use the UBC3D-PLM model to estimate the seismic impact.Journal of Japan Association for Earthquake Engineering 3 earthquakes at this site with sufficient accuracy is very important to clarify the ground disaster mechanism. Various design cases are considered, with and without taking into account the effect of soil liquefaction on the bearing capacity of piles, under engineering and geological conditions in Ho Chi Minh City, Vietnam. © The Authors, published by EDP Sciences. Brinkgreve, Site response analyses and liquefaction evaluation, 42, However, ground failure also occurred in areas not previously thought to be susceptible to such hazards. Serious damage including ground liquefaction occurred at Fusa District, Abiko City during the 2011 off the Pacific coast of Tohoku Earthquake (2011/03/11 14:46 MW9.0). However, during earthquakes, specific processes often occur that adversely affect the interaction of piles with the surrounding soil. The phenomenon occurs in water-saturated unconsolidated soils affected by seismic S waves (secondary waves), which cause ground vibrations during earthquakes. The actual data of Upland earthquake 1990 near Los Angeles city was used. In this paper, the possibilities of this model are considered by modeling on the PLAXIS software package the seismic impact on a building with its different heights. It brought the intensity of 5+ in JMA scale, and damaged the city considerably by liquefaction and strong ground motion. The soil parameters required for the present …
A comparison is presented between the results in the considering various cases. In this article, significant cccurrences of ground failure in the San Fernando Valley, Simi Valley, Santa Clara River area, central Los Angeles, and a number of coastal areas are described, and the likely culprit mechanisms are identified. In this study, seismic waveforms at this site were estimated based on the site-effect substitution method. 3b, 4b).can be taken into account to simulate soil's dampinto use the UBC3D-PLM model to assessment the seismic iThis study was carried out as a part of preparing the PhD A. Leara, R.B.J. The site was also affected by the 2011 off Ibaraki Prefecture Earthquake (2011/03/11 15:15 MJ7.6) and the 2011 Hamadori, Fukushima Prefecture, Earthquake (2011/04/11 17:16 MJ7.0). seismic actions and rules for buildings, (2004)Join ResearchGate to find the people and research you need to help your work.Liquefaction is a phenomenon in which the stiffness and strength of a soil are reduced as a result of seismic effect or other dynamic effects. Soil liquefaction is one of the most difficult problems in geotechnical engineering in seismic areas, in which the soil will lose its strength properties. (2015)Creep and vibro-creep of sandy soils of foundations of buildings and structuresS. LIQUEFACTION USING ASPEN PLUS” submitted by ARUNIM BOSE (ROLL NO: 108CH051) in the partial fulfillment of the requirement for the degree of the B.Tech in Chemical Engineering, National Institute Of Technology, Rourkela is an authentic work carried out by him under my super vision. The main advantage is that the method is simple and requires a lesser number of parameters than that required for other numerical codes based on the effective stress method. The latter was the Noto Peninsula Earthquake which magnitude was Mw6.7, and its epicenter Numerous incidents of ground failure from the 1994 Northridge earth-quake caused thousands of pipe breaks and damaged many structures. Ground failure in many © 2008-2020 ResearchGate GmbH. The estimated seismic waveforms will be useful in the detailed study of the mechanism of observed ground disaster. Although many methods are available to study the gradual build-up of pore water pressures and the subsequent loss of soil strength based on effective stresses in the soil, they need many model parameters to analyse a problem.
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