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Shaking Table Model Test And Analysis Of The Sheet Pile

Researchers have made great efforts to research seismic analysis of anchored sheet-pile wharf walls 68. Several theories and findings on the seismic analysis of sheet-pile wharves have been developed over the last several decades through experiments with shaking table tests 6, 8, 911.

Shaking Table System For Geotechnical Centrifuge. 2016-4-11 Three-dimensional six-degree-of-freedom shaking table.

Mar 12, 2019018332Shaking table test device. The shaking table test was carried out at the Nuclear Power Institute of China NPIC. The shaking table device has six degrees of freedom, the shaking table size is 6 215 6 m, the carrying capacity is 600 KN, the maximum lateral displacement is 177150 mm, the maximum vertical displacement is 177100 mm, the maximum acceleration under a full loading condition is 1.

A model test on a full system with a superstructure, a nine-pile foundation and a sandy ground was conducted with the shaking table test device. The model pile is made from aluminum and the model ground is made from Toyoura Sand.

Through this research, the design dynamic similitude relations, model material, model of soil box, loading system, measurement system of quotYquot type and numerical simulation of the realization of the dynamic model test, the finite element will be prepared for the shaking table model test study on the mechanical response of ground fissures under strong earthquake.

Mar 23, 2001018332Xilin Lu, Xiaowei Yin and Huanjun Jiang, Shaking table scaled model test on a high-rise building with CFT frame and composite core wall, European Journal of Environmental and Civil Engineering, 17, 8, 616, 2013.

KEY WORDS Levee reinforcement, sheet-pile, liquefaction, partition wall, shaking model test, numerical analysis. Fig. 1 The effectiveness of the double sheet-piles countermeasure Fig.

In this study, a three-dimensional 3D response of anchored sheet pile walls was investigated on double-anchored sheet pile system during soils excavation and tunnel construction sequence. This construction procedure is executed in areas front and adjacent the sheet pile walls. This paper focused on both areas of construction effects on the sheet piles.

and sheet-pile wall before shaking The schematic illustration of the shake table test model is shown in Figure 1. Four reinforced concrete piles are installed in the center of the laminar box by pin connections to the base. The diameter of the piles s 15 cm and their length i s 4.5 i m. The center-to-center space between the piles s 0.

Large-scale shaking table model tests and analyses of seismic soil-pile-superstructure interaction Meymand, P. J. Lok, T. M. Pestana, J. M. Riemer, M. F. Seed, R. B.

Test box and shaking table The shaking table is made of two boards fixed together with three vertical steel plates. The excitation is induced horizontal movement and the vertical plates make a uniform sinusoidal dynamic acceleration on the model.

total height of the steel sheet pile wall is about 22.5 m and the top of the wall is at approximately El. 2.0 m. The sheet pile wall is connected to an anchor wall using high strength steel tie rods which are installed near top of the wall and spaced at 2 m.

In this study, first, we performed shaking model tests using a steel plate as the model of partition wall. Second, we reproduced the results of shaking model tests with high accuracy using a two-dimensional 2-D effective stress analysis program, LIQCA2D12 LIQCARI, 2012.

Researchers have made great efforts to research seismic analysis of anchored sheet-pile wharf walls 6 8. Several theories and findings on the seismic analysis of sheet-pile wharves have been developed over the last several decades through experiments with shaking table tests 6, 8, 9 11.

2015-3-17 GTEK Laboratory Shaking Table Description. LY shaking table is suitable for technical research and development of laboratories in schools colleagues and universities. It can also be used as a gravity equipment in pilot plant or small scale mineral processing plant.

Jan 12, 2015018332from Pile and Sheet Pile Driving Part 1 Building Damage. Here the authors focus on building damage that can be attributed to foundation conditions. In the case of ground vibrations due to pile and sheet pile driving, differential settlements are of particular importance as the ground vibrations attenuate relatively rapidly from the source.

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