UPLIFT OF RIGID VERTICAL PILES IN FROZEN SAND

スポンサーリンク

概要

• 論文の詳細を見る

• Using a simple displacement field the vertical uplift behaviour of a single rigid pile (or pier) embedded in a frozen sandy soil is analyzed. Results of the analysis are represented by curves from which the magnitude of the butt movement can be estimated for given uplift forces. The procedure outlined in the paper is directly applicable to piles embedded in moderately to heavily overconsolidated clay deposits.

• 社団法人地盤工学会の論文
• 1982-06-15

著者

• Parameswaran V.r.

  Division Of Building Research National Research Council Of Canada

• Parameswaran V.

  Division Of Building Research National Research Council Of Canada

• Poorooshasb H.b.

  Civil Engineering Concordia University

• Poorooshasb H.

  Civil Engineering Concordia University

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

スポンサーリンク