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J-GLOBAL ID:201402219521761915   Reference number:13A1960781

DEFORMATION AND PARTICLE CRUSHABLE EFFECT ON PILE END BEARING CAPACITY

杭の先端支持力特性に及ぼす周辺地盤の挙動と粒子破砕の影響
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Material:
Volume: 69  Issue:Page: 259-271 (J-STAGE)  Publication year: 2013 
JST Material Number: U0104A  ISSN: 2185-6516  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Piles,pile foundations,sheet pile foundations 
Reference (18):
  • 1) 破砕性地盤の工学的諸問題に関する研究委員会:破砕性地盤の工学的問題に関する研究委員会およびシンポジウム発表論文集,地盤工学会,1999.
  • 2) 北村良介:破砕性土の力学特性と破砕性地盤の工学的諸問題,土と基礎,Vol. 48,No. 10,pp. 3-6,2000.
  • 3) 中田幸男,加登文学,兵動正幸,村田秀一,原田孝行:一次元圧縮を受ける粒状材の粒子破砕,破砕性地盤の工学的諸問題に関するシンポジウム論文集,pp. 15-20,1998.
  • 4) 加登文学,中田幸男,兵動正幸,村田秀一,原田孝行:地盤材料の単粒子破砕特性について,破砕性地盤の工学的諸問題に関するシンポジウム論文集,pp. 41-46,1999.
  • 5) 新城俊也:一次元圧縮下における破砕性砂の時間依存性,土と基礎,Vol. 48,No. 10,pp. 19-22,1999.
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