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Abstract
In this study, three centrifuge modeling tests related to the Liquefaction Experiment and Analysis Projects were conducted. Test models were prepared in a rigid-wall container with a length, central height, and sand slope of 20 m, 4 m, and 5°, respectively, in the prototype scale. Two additional centrifuge modeling tests with different sand materials were carried out to obtain more information. The results of these two tests showed that the properties of the two sand materials were similar; however, different grain sizes of sand particles with the same relative density or void ratio affected the behavior of the saturated sand slope during seismic shaking. Furthermore, a series of experiments were conducted to evaluate the applicability and performance of a fiber Bragg grating pore pressure transducer as an alternative method for pore pressure measurement.
Original language | English |
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Article number | 107206 |
Journal | Soil Dynamics and Earthquake Engineering |
Volume | 156 |
DOIs | |
State | Published - May 2022 |
Keywords
- Centrifuge modeling test
- Deformation mechanism
- Density
- Different sand
- FBG-PPT
- LEAP
- Liquefaction
- Particle size
- Void ratio
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Dive into the research topics of 'LEAP-UCD-2017 and additional tests at NCU'. Together they form a unique fingerprint.Projects
- 2 Finished
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International Collaborative Research for Soil Liquefaction Simulation by Centrifuge Modeling Technique(3/3)
1/08/19 → 31/07/20
Project: Research
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