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  1. B200 工学部/工学研究科
  2. B200a 雑誌掲載論文
  3. 学術雑誌

沈下低減と荷重分担に着目したパイルドラフト敷設地盤の変形解析

http://hdl.handle.net/2237/8610
http://hdl.handle.net/2237/8610
9064db68-e547-44f0-ad90-7766511a773b
名前 / ファイル ライセンス アクション
v799_p37-49.pdf v799_p37-49.pdf (1.1 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2007-07-31
タイトル
タイトル 沈下低減と荷重分担に着目したパイルドラフト敷設地盤の変形解析
言語 ja
その他のタイトル
その他のタイトル DEFORMATION ANALYSES OF PILED RAFT FOUNDATION IN TERMS OF SETTLEMENT REDUCTION AND LOAD SHARING RATIO
言語 en
著者 野田, 利弘

× 野田, 利弘

WEKO 18513

ja 野田, 利弘

Search repository
NODA, Toshihiro

× NODA, Toshihiro

WEKO 18514

en NODA, Toshihiro

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田代, むつみ

× 田代, むつみ

WEKO 18515

ja 田代, むつみ

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TASHIRO, Mutsumi

× TASHIRO, Mutsumi

WEKO 18516

en TASHIRO, Mutsumi

Search repository
高稲, 敏浩

× 高稲, 敏浩

WEKO 18517

ja 高稲, 敏浩

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TAKAINE, Toshihiro

× TAKAINE, Toshihiro

WEKO 18518

en TAKAINE, Toshihiro

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浅岡, 顕

× 浅岡, 顕

WEKO 18519

ja 浅岡, 顕

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ASAOKA, Akira

× ASAOKA, Akira

WEKO 18520

en ASAOKA, Akira

Search repository
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
権利
言語 ja
権利情報 土木編集第07010号
キーワード
主題Scheme Other
主題 piled raft
キーワード
主題Scheme Other
主題 SYS Cam-clay model
キーワード
主題Scheme Other
主題 soil-water copuled analysis
キーワード
主題Scheme Other
主題 finite element method
キーワード
主題Scheme Other
主題 settlement reduction
キーワード
主題Scheme Other
主題 load sharing ratio
抄録
内容記述 パイルドラフトを弾性体とし、飽和自然堆積地盤を水~土2相系の弾塑性体として、両者の相互作用を考慮した3時限有限変形解析を実施し、荷重伝達メカニズムに着目しながら、基礎形式(杭長・杭配置)・ラフト剛性・上載荷重が、沈下量低減と杭の荷重分担率に及ぼす影響を調べた。杭が長い場合ほど高拘束で低圧縮性の地盤深部に荷重が伝達され、また杭が外側に均等配置された場合ほど地盤から受ける杭の摩擦抵抗が大きくなるため沈下抑制により効果的であるが、杭の荷重分担率が大きくなる。逆にラフトへの荷重分担を期待する場合は、ラフトのたわみ(不同沈下量)が同時に大きくなるため注意を要する。また、杭先端部周辺土では構造の乱れに伴いせん断ひずみが局所的に発生する場合があることも示した。
言語 ja
内容記述タイプ Abstract
抄録
内容記述 Settlement behavior of piled raft foundations on a natural deposited soil is numerically investigated in terms of the load transfer mechanism. Three-dimensional soil-water coupled deformation analyses are performed by modeling the piled raft as an elastic material and the soil as an two-phase elasto-plastic material. The followings are mainly clarified. Piled raft significantly reduces the settlement because the applied load is transferred through the piles into a deeper soil layer that is less compressive, and the outer piles mobilize the greater friction resistance. The more uniformly and/or the more outside the longer piles are arranged on the raft, the smaller the settlement and the greater the load sharing ratio of piles.
言語 en
内容記述タイプ Abstract
出版者
言語 ja
出版者 土木学会
言語
言語 jpn
資源タイプ
資源タイプresource http://purl.org/coar/resource_type/c_6501
タイプ journal article
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
ISSN
収録物識別子タイプ PISSN
収録物識別子 0289-7806
書誌情報 ja : 土木学会論文集

巻 799, 号 III-72, p. 37-49, 発行日 2005-09
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/8610
識別子タイプ HDL
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