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Centrifuge Modeling and Analysis of Level Site Liquefaction Subjected to Biaxial Dynamic Excitations ... were conducted on three similar soil models to study the impact of multidirectional shaking on the generation of soil liquefaction. The two uniaxial shaking tests consisted of: i) test with input energy content using the arias intensity is ...
Read More →susceptible to liquefaction and lateral spreading during earthquakes. A series of large-scale dynamic centrifuge model tests were performed to study the behavior of single piles and pile groups in a soil profile comprised of a nonliquefied crust spreading laterally over a loose saturated sand layer.
Read More →T1 - Liquefaction centrifuge modeling of sands of different permeability. AU - Sharp, Michael K. AU - Dobry, Ricardo. AU - Abdoun, Tarek. PY - 2003/12. Y1 - 2003/12. N2 - This paper presents the results of six centrifuge model tests of liquefaction and earthquake-induced lateral spreading of fine Nevada sand using an inclined laminar box.
Read More →The apparent unit weight of Model 1 was 9.57 kN/m3 including thesensorsmountedinside[Figs.3(handi)]andthatofModel2is 9.98 kN/m3 as summarized in Table2. A mitigation method was applied to centrifuge Models 3 and 4. Model 3 [Figs. 3(c and e)] has a filtering net with a diameter of 10 mm, whereas Model 4 [Figs. 3(d and f)] has a filtering net of 15
Read More →Figure 1 shows a benchmark centrifuge experiment on the potential mitigation of liquefaction of silt strata by the SCs to be simulated in this study (Adalier et al., 2003). The model was tested at a 50 g gravitational acceleration field. A rectangular laminar box with flexible walls was used. Ground water table was at the soil surface initially.
Read More →Physical modeling of liquefaction in 1-g shaking table and dynamic centrifuge test become very popular to simulate the ground behavior during earthquake motion. 1-g shaking table tests require scaled down model ground which can be prepared in three methods; water sedimentation, moist tamping and dry deposition method. Moist tamping and dry deposition method need saturation of model …
Read More →The model tests can be divided into two categories, namely, those performed under gravitational field of earth (generally called shaking table tests or 1-g tests) and those performed under higher gravitational field (centrifuge tests or multig tests). Both shaking - table and centrifuge model tests have certain advantages and limitations.
Read More →In this study, recently developed 1-g shake table is used to simulate the liquefaction of loose saturated sand under one-dimensional shaking. The soil model cannot be directly mounted on shaking table because of the requirements of confinement. There-fore, a flexible box system composed of 24 layers, which can move with a low friction
Read More →This paper presents an extensive database of two very long centrifuge experiments (CS-5-1-1 and CC-5-1-1) performed both on silty and clean sand at the geotechnical centrifuge testing facility at Rensselaer Polytechnic Institute (RPI). The two experiments test the effect of seismic preshaking history on the liquefaction resistance of sandy soils.
Read More →Correa, W. (2015), "Shaking Box design, construction and test on small shaking table and centrifuge modeling", B.Sc.Eng. dissertation, Universidad de los Andes, Bogota, COL. Jan 2006 J GEOTECH ...
Read More →Physical modeling of liquefaction in 1-g shaking table and dynamic centrifuge test become very popular to simulate the ground behavior during earthquake motion. 1-g shaking table tests require scaled down model ground which can be prepared in three methods; water sedimentation, moist tamping and dry deposition method. Moist tamping and dry deposition method need saturation of model …
Read More →At 6 s, when the initial major shaking ended, the excess pore-water pressure was lower in the large-scale model than in the centrifuge model. This was attributed mainly to larger table acceleration in the centrifuge test during the period of 4 – 6 s.
Read More →The shaking table system for geotechnical centrifuge, which can simulate sinusoidal and ... Verification of liquefaction-resistant construction method. 4) Verification of the seismic stability of soil-structures. S. ... Geotechnical centrifuge modeling is a highly specialized laboratory …
Read More →The calibrated model is used to simulate a series of centrifuge shaking table tests on sloping ground constructed at different soil densities. ... The effects of the container boundary and the dip ...
Read More →The soil liquefaction was assessed in three different grain size particles of a natural sand by applying a sinusoidal signal, which incorporated three amplitudes and the fundamental frequencies of three different earthquakes occurred in Colombia. In addition, such frequencies were scaled in a micro shaking table device for 1, 50 and 80 g.
Read More →Therefore soil-structure interaction effects must be properly considered in the pile design. Two tests by using the centrifuge shaking table were conducted at an acceleration field of 80 g to investigate the seismic response of piles attached with different tip mass and embedded in liquefied or non-liquefied deposits during shaking.
Read More →A series of centrifuge shaking table model tests have been carried out in order to examine the effect of dewatering on the resistant performance of the soil against liquefaction. Figure shows 3 a schematic illustration of the centrifuge apparatus used for the shaking table test. Two kinds of
Read More →Figure 1 shows a benchmark centrifuge experiment on the potential mitigation of liquefaction of silt strata by the SCs to be simulated in this study (Adalier et al., 2003). The model was tested at a 50 g gravitational acceleration field. A rectangular laminar box with flexible walls was used. Ground water table was at the soil surface initially.
Read More →CENTRIFUGE MODELING OF A SINGLE PILE SUBJECTED TO LIQUEFACTION-INDUCED LATERAL SPREADING KENICHI HORIKOSHIO, AKIRA TATEISHIlO and TADAFUMI FUJIWARAO ABSTRACT The 1995 Hyogoken-Nambu earthquake caused widespread liquefaction on the reclaimed islands in Kobe. The sur- rounding quay walls moved significantly towards the sea leading to horizontal ...
Read More →The soil liquefaction was assessed in three different grain size particles of a natural sand by applying a sinusoidal signal, which incorporated three amplitudes and the fundamental frequencies of three different earthquakes occurred in Colombia. In addition, such frequencies were scaled in a micro shaking table device for 1, 50 and 80 g.
Read More →Dynamic centrifuge model tests on single pile foundation in sloping liquefiable ground were conducted to investigate the behavior of pile foundations in liquefiable soil during earthquakes.Acceleration and excess pore pressure of the foundation and moment of the pile were measured and recorded during the test.Test results showed the top of the ground liquefied and excess pore pressure patterns ...
Read More →Centrifuge modeling of liquefaction effects during earthquakes (English) Dobry, R. / Taboada, V. / Liu ... Stress strain relationship of sandy soils directly obtained from 1-D centrifuge shaking table tests. Kazama, M. / Toyota, H. / Towhata, ...
Read More →Correa, W. (2015), "Shaking Box design, construction and test on small shaking table and centrifuge modeling", B.Sc.Eng. dissertation, Universidad de los Andes, Bogota, COL. Jan 2006 J GEOTECH ...
Read More →A series of centrifuge shaking table model tests have been carried out in order to examine the effect of dewatering on the resistant performance of the soil against liquefaction. Figure shows 3 a schematic illustration of the centrifuge apparatus used for the shaking table test. Two kinds of
Read More →Keywords: centrifuge shaking table test, pile foundation, liquefaction, pile bending moment. 1. Introduction The advantages of using the pile foundation are less excavation, less surplus earth and saving time and money etc. The pile tip often drives to rock bed to ensure enough bearing capacity and to reduce the settlement.
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