UPLIFT CAPACITY OF PLATE ANCHORS IN SLOPED CLAYEY GROUND

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概要

• 論文の詳細を見る

• Plate anchors are the popular type of anchors used in civil engineering construction both on land and offshore. In this paper, the uplift capacity of plate anchor in a sloped clayey ground has been brought out with the help of an experimental programme, carried out on a 50mm diameter model plate anchor. The tests have been conducted at slopes of O°, 15°, 30°and 45°. From the test results, it is found that in the case of shallow anchor, as the slope is increasing from O°to 45°, there seems to be a reduction in uplift capacity. Simple expressions are suggested to arrive at the uplift capacities in sloped ground. The mechanisms involved in the reduction of capacity with slope are explained based on the observed behaviour.

• 社団法人地盤工学会の論文
• 1992-12-15

著者

• Prasad Y.v.s.n.

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

• Rao S.narasimha

  Ocean Engg Centre And Civil Engg Department I.i.t

• Rao S.narasimha

  Ocean Engineering Centre And Civil Engineering Department Indian Institute Of Technology

• Prasad Y.v.s.n.

  Ocean Engineering Centre Indian Institute Of Technology

• Rao S.Narashimha

  Ocean Engineering Centre and Civil Engineering Department, Indian Institute of Technology

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
• INDUCED BENDING MOMENTS IN BATTER PILES IN SETTLING SOILS
• INDUCED BENDING MOMENTS IN BATTER PILES IN SETTLING SOILS
• UPLIFT CAPACITY OF PLATE ANCHORS IN SLOPED CLAYEY GROUND
• LIME STABILIZATION TECHNIQUE FOR THE IMPROVEMENT OF MARINE CLAY

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