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In this paper in order to investigate the seismic stability of the newtype of geocell reinforced retaining a series of pullout test and shaking table model tests was carried out by using the newtype geocell and geogrids as a tensilereinforcement in the sandy and gravelly backfills Furthermore an unreinforced retaining wall （Tshape
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“geocell” in this paper TEST APPARATUS PROCEDURES AND MATERIALS Shaking Table Apparatus and GRS RW Model A shaking table apparatus located at the Earthquake Resistant Structures Research Center of the Institute of Industrial Science University of Tokyo was used in this study A soil container 1800 mm
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Mar 20 2020 · Five cases of 1g shaking table tests with different rainfall conditions were carried out for comparison namely Case 1 Case 2 Case 3 Case 4 and Case 5 corresponding to the average saturation states ratio of total water volume to total pore volume of naturally dry 25 50 75 and 100 respectively as shown in Table 2 It should be
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A substructure shake table test SSTT based on the branch mode method was performed to reveal the mechanism and rules of equipment‐adjacent structure–soil interaction EASSI under a seismic
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The acceleration of shaking table was applied by step loading 100 200 300 and 400gal with the sinusoidal wave form of 3Hz In order to investigate the seismic behavior of the improved ground pore water pressure transducers and acceleration meters were set in the model ground
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To study the damage characteristics and to evaluate the overall seismic performance of reinforced concrete mega‐frame structures a shaking table test of a 125 scaled model with a rooftop tuned mass damper TMD is performed The maximum deformation and acceleration responses are measured
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