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

工学研究科・土木工学専攻

研究成果: Paper › 査読

6 被引用数 (Scopus)

抄録

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.

本文言語	English
ページ	1603-1606
ページ数	4
出版ステータス	Published - 2013
イベント	18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013 - Paris, France 継続期間: 2013 9月 2 → 2013 9月 6

Other

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

ASJC Scopus subject areas

地盤工学および土木地質学

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引用スタイル

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

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.",

keywords = "Shaking table, Slope, Stability",

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

year = "2013",

language = "English",

pages = "1603--1606",

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

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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

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Other

ASJC Scopus subject areas

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