PLASTIC-RIGID ANALYSIS OF VERTICAL PILES IN NORMALLY CONSOLIDATED CLAYS

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概要

• 論文の詳細を見る

• Using a simple displacement field the vertical movement of a round pile embedded in a uniform deposit of normally consolidated clay and subjected to a concentric vertical load is analysed. It is assumed that the clay follows a plastic-rigid (in a broad sense) constitutive law relating strain to effective stress and that the pile behaves, essentially, as a rigid unit. The influence of the shape of stress-strain behaviour of the clay, the shape of stress paths obtained in an undrained test and the response of the soil deposits below the tip of the pile on the load-settlement characteristic of a pile is analysed and discussed.

• 社団法人地盤工学会の論文
• 1983-06-15

著者

• Yong R.n.

  Civil Engineeing And Applied Mechanics Director Geotechnical Research Centre Mcgill University

• Poorooshasb H.b.

  Civil Engineering Concordia University

• Poorooshasb H.b.

  Civil Engineering Concordia University Montreal And Visiting Senior Scientist Geotechnical Research

関連論文

• UPLIFT OF RIGID VERTICAL PILES IN FROZEN SAND
• Uplift of Rigid Vertical Piles in Frozen Sand(土質工学会論文報告集Vol.23,No.1,1983掲載)
• PLASTIC-RIGID ANALYSIS OF VERTICAL PILES IN NORMALLY CONSOLIDATED CLAYS
• AN EXTENSION OF THE PASTERNAK FOUNDATION CONCEPT
• ONE GRAVITY MODEL TESTING
• STRESS-STRAIN CHARACTERISTICS OF SAND IN A PARTICLE-CRUSHING REGION
• ONE GRAVITY MODEL TESTING

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