... Licensed re-use rights only Geosynthetics Seismic Isolation Rubber-Sand Mixtures Shaking Table Test Dynamic Transformation Coefficient National Natural Science Foundation of China 52308513 Key Research Project of Hunan Provincial Department of Education 21A0357 Hunan...

...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...

... at the aluminium plate facing to simulate an extensible reinforcement condition. The reinforcing material used here is identical to that used in the tilting tests and shaking table tests reported by Huang et al. (2008a, 2008b, 2010, 2011). They examined the similarity of working stresses (or strains...

... 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 2005 , 2007), tilting tests (Tatsuoka et al. 1998 ; Koseki et al...

...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...

..., 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...

...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...