Geotechnical Centrifuge Shaking Table Tests and Numerical Simulation of Soil-Structure

Jing Bo Liu; Dong Dong Zhao; Wen Hui Wang; Xiang Qing Liu

doi:10.4028/www.scientific.net/AMM.256-259.372

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Application of GPR in Evaluation of Stability on Rocks Surrounding Hand-Dug Piles
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The Effect Evaluation of Removing Outburst through Bedding and Layer-through Boreholes Combined Gas Drainage
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p.372

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Geotechnical Centrifuge Shaking Table Tests and...

Geotechnical Centrifuge Shaking Table Tests and Numerical Simulation of Soil-Structure

Abstract:

Two geotechnical centrifuge model tests of a soil-structure system with different burial depths are performed to investigate the interaction between soil and structure. The tests are performed at 50 gravitational centrifuge accelerations and the input motion is Kobe wave. This paper focuses on the accelerations and displacements in the soil-structures system. The peak accelerations and displacements along the axis of the structure and along the vertical line 17cm away from the axis are presented. The acceleration and displacement response due to the interaction between soil and structure are studied.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

372-376

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.372

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Online since:

December 2012

Authors:

Jing Bo Liu, Dong Dong Zhao, Wen Hui Wang, Xiang Qing Liu

Keywords:

Centrifuge Test, Numerical Simulation, Soil-Structure Interaction (SSI), Underground Structure

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References

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