Shaking table test of large-scaled slope model subjected to horizontal and vertical seismic loading using E-Defense

M. Shinoda; S. Nakajima; H. Nakamura; T. Kawai; S. Nakamura

Shaking table test of large-scaled slope model subjected to horizontal and vertical seismic loading using E-Defense

M. Shinoda, S. Nakajima, H. Nakamura, T. Kawai, S. Nakamura

ENG - Civil and Environmental Engineering

Research output: Contribution to conference › Paper › peer-review

6 Citations (Scopus)

Abstract

This paper describes a series of shaking table test of a large slope model subjected to vertical and horizontal seismic loading. The slope model was constructed using mixed material with silica sand and bentonite clay. A number of accelerometers and displacement transducers were set to measure the response characteristics of the slope model. Input waves used in the shaking table tests were sinusoidal and observed waves recorded near an actual nuclear power plant. The test results clearly show that a critical direction of the vertical and horizontal accelerations exists, which is a factor to decrease the slope stability.

Original language	English
Pages	1603-1606
Number of pages	4
Publication status	Published - 2013
Event	18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013 - Paris, France Duration: 2013 Sep 2 → 2013 Sep 6

Other

Other	18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013
Country/Territory	France
City	Paris
Period	13/9/2 → 13/9/6

Keywords

Shaking table
Slope
Stability

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology

Cite this

Shaking table test of large-scaled slope model subjected to horizontal and vertical seismic loading using E-Defense. / Shinoda, M.; Nakajima, S.; Nakamura, H.; Kawai, T.; Nakamura, S.

2013. 1603-1606 Paper presented at 18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013, Paris, France.

Research output: Contribution to conference › Paper › peer-review

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abstract = "This paper describes a series of shaking table test of a large slope model subjected to vertical and horizontal seismic loading. The slope model was constructed using mixed material with silica sand and bentonite clay. A number of accelerometers and displacement transducers were set to measure the response characteristics of the slope model. Input waves used in the shaking table tests were sinusoidal and observed waves recorded near an actual nuclear power plant. The test results clearly show that a critical direction of the vertical and horizontal accelerations exists, which is a factor to decrease the slope stability.",

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author = "M. Shinoda and S. Nakajima and H. Nakamura and T. Kawai and S. Nakamura",

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note = "18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013 ; Conference date: 02-09-2013 Through 06-09-2013",

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TY - CONF

T1 - Shaking table test of large-scaled slope model subjected to horizontal and vertical seismic loading using E-Defense

AU - Shinoda, M.

AU - Nakajima, S.

AU - Nakamura, H.

AU - Kawai, T.

AU - Nakamura, S.

PY - 2013

Y1 - 2013

N2 - This paper describes a series of shaking table test of a large slope model subjected to vertical and horizontal seismic loading. The slope model was constructed using mixed material with silica sand and bentonite clay. A number of accelerometers and displacement transducers were set to measure the response characteristics of the slope model. Input waves used in the shaking table tests were sinusoidal and observed waves recorded near an actual nuclear power plant. The test results clearly show that a critical direction of the vertical and horizontal accelerations exists, which is a factor to decrease the slope stability.

AB - This paper describes a series of shaking table test of a large slope model subjected to vertical and horizontal seismic loading. The slope model was constructed using mixed material with silica sand and bentonite clay. A number of accelerometers and displacement transducers were set to measure the response characteristics of the slope model. Input waves used in the shaking table tests were sinusoidal and observed waves recorded near an actual nuclear power plant. The test results clearly show that a critical direction of the vertical and horizontal accelerations exists, which is a factor to decrease the slope stability.

KW - Shaking table

KW - Slope

KW - Stability

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M3 - Paper

AN - SCOPUS:84925077849

SP - 1603

EP - 1606

T2 - 18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013

Y2 - 2 September 2013 through 6 September 2013

ER -

Shaking table test of large-scaled slope model subjected to horizontal and vertical seismic loading using E-Defense

Abstract

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Keywords

ASJC Scopus subject areas

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