| 掲載雑誌（和）： | 日本地震工学シンポジウム論文集 |
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| Vol： | 11巻 |
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| 年： |
2002年
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| 頁： |
807-812頁
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| 著者（和）： |
仙頭 紀明，山口 晶，君島 芳友，風間 基樹，渦岡 良介
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| タイトル（和）： |
非排水繰返しせん断履歴後の砂の間隙水流入時せん断変形発達特性
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| 抄録（和）： |
-
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| キーワード（和）： |
浸透破壊，側方流動，液状化，地震後，残留変位，新実験法
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| 掲載雑誌（英）： |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| 著者（英）： |
Noriaki Sento, Akira Yamaguchi, Yoshitomo Kimijima, Motoki Kazama, Ryosuke Uzuoka
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| タイトル（英）： |
SHEAR STRAIN DEVELOPMENT OF SAND DUE TO PORE WATER INFLOW AFTER UNDRAINED CYCLIC SHEAR HISTORY
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| 抄録（英）： |
Shear strain development of sand due to pore water inflow after earthquake is examined by laboratory element test, in which the effects of sand density, slope angle and liquefaction degree are studied. By solving the boundary problem of seepage and consolidation on gently inclined multi-layered ground after undrained cyclic shear process, pore water flow to the soil specimen was controlled. Following results are obtained in this study: 1) It is found that residual shear strain developed after undrained cyclic shear process can not be ignored. 2) In case of horizontal layered ground, shear strain due to pore water inflow scarcely develops. 3) Liquefaction degree scarcely contributes shear strain development characteristics during seepage failure, but it is mainly governed by density of sand.
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| キーワード（英）： |
Seepage failure, Lateral spread, Liquefaction, After earthquake, Residual displacement, New test method
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| 記事区分： |
-
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| 区分： |
委員会論文集 |
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