LATERAL CAPACITY OF MODEL RIGID PILES IN COHESIONLESS SOILS

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概要

• 論文の詳細を見る

• The analysis and computation of the ultimate lateral capacity of rigid piles is usually based on a simplified soil pressure distribution along the pile length. Actual soil pressure distributions were measured in a rigid model pile along its length and across the diameter and it was found that the simplified theoretical assumptions of pressure distribution needs a modification. A method is suggested in this paper to predict soil pressure distribution and ultimate lateral capacity for rigid piles in cohesionless soils. Field and laboratory data from published literature are used to validate the proposed method.

• 社団法人地盤工学会の論文
• 1999-04-15

著者

• Prasad Y

  Transmission Line Design Engineer Technical Support Tro-engineering Newfoundland And Labrador Hydro

• PRASAD YENUMULA

  Transmission Line Design Engineer, Technical Support, TRO-Engineering, Newfoundland and Labrador Hyd

• CHARI T.R.

  Adjunct Professor, Faculty of Engineering and Applied Science, Memorial University of Newfoundland,

• Chari T.r.

  Adjunct Professor Faculty Of Engineering And Applied Science Memorial University Of Newfoundland St.

• Prasad Y.v.s.n.

  Ocean Engineering Centre And Department Of Civi1 Engineering Indian Institute Of Techology

関連論文

• LATERAL CAPACITY OF MODEL RIGID PILES IN COHESIONLESS SOILS
• 粘性土中の模型スクリュー杭の挙動(『土質工学会論文報告集』Vol.31,No.2 (1991年6月発行)掲載論文の概要)
• THE BEHAVIOUR OF MODEL SCREW PILES IN COHESIVE SOILS
• UPLIFT CAPACITY OF PLATE ANCHORS IN SLOPED CLAYEY GROUND

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