dynamicallyinduced deformation of the model Fig 2 Slope model with accelerometers and displacement gauges 23 Slope models in testing Slope models consisted of uniform Toyoura sand with the mean grain size of 0174 mm and the void ratio between A 0605 and A 0974 In the preparation of the slope models
Get Pricedynamicallyinduced deformation of the model Fig 2 Slope model with accelerometers and displacement gauges 23 Slope models in testing Slope models consisted of uniform Toyoura sand with the mean grain size of 0174 mm and the void ratio between A 0605 and A 0974 In the preparation of the slope models
Feb 20 2021 In earthquakeprone areas special attention should be paid to the study of the seismic stability of rock slope Particularly it becomes much more complicated for the rock slopes with weak structural surfaces In this study numerical simulation and the shaking table test are carried out to analyze the influence of seismic excitation and structural surface in different directions on dynamic
Jun 16 2019 Shaking Table Tests on Sliding Displacements of Loess ground deformations without earthquakeinduced loss of strengthbyWhitman3Howeverwhenthegrounddisplacement is largeit is not accurateprimarily because of slope model and the experience of a number of onsite
Largescale Shaking Table Test on Seismically Induced Failure of Earthcore Rockfill Dam J Liu FH Liu amp XJ Kong technology to capture the deformations of the rockfills and the Fiber Bragg grating FBG improve the quality of the images in large scale shaking table model tests for sand slopes
Mar 01 2016 The same shaking table was later used by Seed and Clough to study the earthquake resistance of sloping core dams with model scale of 1300 and model height of 66 cm Tests were conducted on models with sandy outer shells and clay cores They concluded that sloping core dams were generally resistant to earthquake damage but strong shaking may
Mar 12 2019 Shaking table modeling of seismically induced deformations in slopes Journal of Geotechnical Geoenvironment Engineering 2005 131610622 View Article Google Scholar 24 Krishna AM Latha GM Seismic response of wrapfaced reinforced soilretaining wall models using shaking table tests
Mar 16 2021 Earthquake shaking table Wikipedia There are several different experimental techniques that can be used to test the response of structures and soil or rock slopes to verify their seismic performance one of which is the use of an earthquake shaking table a shaking table or simply shake table
Mar 30 2001 This paper describes the third of a series of six shaking table experiments conducted as part of ongoing research to evaluate the accuracy and applicability of the Newmark 1965 procedure for computing seismically induced deformation in slopes A cohesive model slope was shaken by two identical test motions in succession mimicking a situation that commonly occurs when a preexisting
Nov 05 2019 Shaking table tests were performed to investigate whether the coupling effect of rainfall and earthquake induces the loess slope instability The loess slope model was made by using the similarity ratio based on a real slope Artificial rainfall was carried out and then seismic waves were loaded step by step to adopt a large shaking table of 4ampx22176ampx2009m
Shaking table modeling of seismically induced deformations in slopes Journal of Geotechnical and Geoenvironmental Engineering 131 610622 DOI 101061ASCE1090024120051315610 1 2005 Mayoral JM Pestana JM Seed RB Determination of multidirectional py curves for soft clays Geotechnical Testing Journal 28 253263 1 2005
solutions and shaking table experiments for the dynamic response of a three dimensional wedgeshaped block loaded by seismic vibrations The well established twodimensional code 2DDDA is utilized to model seismicallyinduced block displacement for a case study in Masada Mountain
The 2008 Wenchuan earthquake in China induced many landslides Gigantic slope failures have attracted serious concerns in engineering practice however small slope failures should also be investigated as they are more common In particular the detailed characteristics of slope failures during earthquakes remain unknown Therefore the present study carried out 1G shaking table tests on a
Thermally vs Seismically Induced Block Displacements in Jointed Rock Slopes Yossef H Hatzor Shaking Table Experiments Velocity Dependent Friction Degradation 2 The west slope of Masada before and after the storm of February 10 2009 9 9 9 9 0 2 4 6 P r e c i p i t a t i o n m m h r 0 2 4 6 8 10 W i n d V e l o c i t y m s e c 8