THE BEARING CAPACITY OF A GROUP-PILE FOUNDATION WITH INCLINED PILES UNDER LATERAL LOADING
Copyright policy ) Makoto KIMURA; Hiroshi MAKING; Katsunori OKAWA; Hiroyuki KAMEI; Feng ZHANG;
THE BEARING CAPACITY OF A GROUP-PILE FOUNDATION WITH INCLINED PILES UNDER LATERAL LOADING
ジャケット式鋼管杭基礎は, 従来基礎のフーチングをジャケット構造に置き換え, 基礎と上部構造の一体化により, 杭基礎の負担を軽減できる合理的な構造形式である. さらに, 斜杭を適切に配置することにより, 水平抵抗力と剛性を効率良く増強できる. 本論文では, 斜杭を有する群杭の水平支持性能および終局挙動を把握するため, 遠心載荷装置を用いた群杭の水平載荷試験および正負交番水平載荷試験を行い, その力学挙動を詳細に調査した. また, 3次元弾塑性有限要素解析コードGPILE-3Dにより, 斜杭の角度や杭間隔が群杭の支持力特性に与える影響を解析的に評価した.
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The total number of citations received by all articles of the researcher of interest.
Citations provided by BIP!popularityPopularity provided by BIP!
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
Popularity provided by BIP! 1
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