...) introduced a novel RSM cored composite block as a cost-effective alternative to traditional expensive isolation bearings. Further relevant studies can be found in the works of Tsiavos et al. (2019) , Yin et al. (2022) , and Tsang (2023) . Additionally, shaking table tests with rigid mass...

...B. X. Fang; S. H. Liu; Y. Lu; S. Chen; Y. G. Zhang; C. C. Zhang; C. B. Zhang Soilbag cushion is one of the promising base isolation methods to reduce seismic energy transfer from ground to building structure. In this study, a series of shaking table tests were conducted comparatively on foundation...

...C.-C. Huang A series of shaking table tests on geosynthetic-reinforced walls with a height of H = 0.6 m is performed to investigate the seismic performance of prototype walls with H = 6 m. Ground-wall resonance occurs at small values of horizontal peak ground acceleration (HPGA...

... modulus, applied surcharge stress and characteristics of the earthquake motions were scaled according to established similitude relationships for shaking table tests in a 1 g gravitational field. The GRS bridge abutment was constructed using modular facing blocks, well-graded angular sand...

... 2012 © 2013 Thomas Telford Ltd 2013 Geosynthetics Reinforced slope Shaking table test Vertical acceleration response Pseudo-static analysis A plane-strain model reinforced slope with a height (H_{t) of 480 mm and a slope angle of α = 60° (to the horizontal}...

... table test Pseudo-static analysis The benefit of using geosynthetic-reinforced soil structures to increase seismic stability and/or reduce seismic displacement has been demonstrated using shaking table tests (Murata et al. 1994 ; Matsuo et al. 1998 ; El-Emam and Bathurst...

..., 1801 County Road B West, Roseville, Minnesota 55113-4061, USA, Telephone: 1/612-222-2508, Telefax: 1/612-631-9334 1998 Slip deformation Geosynthetic liner Shaking table test Geomembrane Geotextile Instrumentation Seismic response Landfill Technical Paper by M.K. Yegian and U. Kadakal...

...S. Ramakrishnan; M. Budhu; A. Britto This paper presents shaking table test results of model geotextile wrap-faced and geotextile-reinforced segmental retaining walls that are 0.95 m wide × 2.05 m long × 0.81 m high. The model walls were subjected to horizontal base accelerations and were monitored...

...O. Matsuo; K. Yokoyama; Y. Saito Shaking table tests were performed on six geosynthetic-reinforced soil retaining wall (GRS-RWs) models. The geogrid reinforcement length, wall height, wall facing type, wall slope, and input acceleration waveform were varied in order to observe the behavior...