Taken together, these incidents provide insight into a variety of ground failure phenomena that can affect urban areas during earthquakes. By continuing you agree to the Copyright © 2020 Elsevier B.V. or its licensors or contributors. Liquefaction was the basic reason of the big damages caused by many earthquakes around the world.
Assessing the effect of soil liquefaction on the design bearing capacity of piles during seismic impacts is an aspect of the design of pile foundations. additional downward loads affect upon the piles. Results given by the new model are compared with shake table test data, centrifuge test data and existing numerical models.
G. Ter-Marttirosyan, A. The suggested technique allows to evaluate the reduction in the bearing capacity of piles after soil liquefaction. 176, (2013)Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildingsEurocode 8, Design of structures for earthquake resistance, Part 1: General rules,
This paper presents an overview of applications of ANN in construction industry, including energy efficiency and energy consumption, structural analysis, construction materials, smart city and BIM technologies, structural design and optimization, application forecasting, construction engineering and soil mechanics. In this paper, the possibilities of this model are considered by modeling the seismic impact on a building with its different heights on the PLAXIS software package. Z. Ter-Martirosian, I. S. Sobolov, Experimental and
Liquefaction takes place when loosely packed, water-logged sediments at or near the ground surface lose their strength in response to strong ground shaking.Liquefaction occurring beneath buildings and other structures can cause major damage during earthquakes.
A numerical model that can be used to simulate dynamic soil liquefaction has been presented. In this study, seismic waveforms at this site were estimated based on the site-effect substitution method. However, only some of them can simulate this process. However, ground failure also occurred in areas not previously thought to be susceptible to such hazards. Evaluation of strong ground motions during the past Mitsuke City was shaken by two earthquakes of 2004 and 2007. D. Krasiniov, Dynamic properties of soils and their determination methods, 242, (2015)Creep and vibro-creep of sandy soils of foundations of buildings and structuresS. and vibration impacts, taking into account the rheological properties of soils, 190,
I. Stanislavovich, Creep and vibro-creep of sandy soils of foundations of buildings
In the state of liquefaction, the soil particles are separated and virtually without contact.
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.
Soil liquefaction, also called earthquake liquefaction, ground failure or loss of strength that causes otherwise solid soil to behave temporarily as a viscous liquid. The modeling of soil behavior is the main step in the process of predicting the soil liquefaction.
Compaction occurs due to the mutual displacement of par ticles (down) and pore fluid (up). The city felt the intensity of 4 in JMA scale without any damage. Engng Div., ASCE 102 (1976) 323–346].
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. Liquefaction is a phenomenon in which the strength and stiffness of a soil are reduced as a result of seismic or other dynamic effects. ScienceDirect ® is a registered trademark of Elsevier B.V.Numerical simulation of soil liquefaction due to earthquake loadingCopyright © 2002 Elsevier Science Ltd. All rights reserved.ScienceDirect ® is a registered trademark of Elsevier B.V. Since damages due to the earthquake of 2004 were different among the city, we carried out a questionnaire survey and field works in order to make the regional difference of damages and seismic intensity clear. Liquefaction Lab Related Activity: Engineering for Earthquakes 201 S. Market St. San Jose CA.
The phenomenon occurs in water-saturated unconsolidated soils affected by seismic S waves (secondary waves), which cause ground vibrations during earthquakes.
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. was located about 250 km apart from the city.
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