ULTIMATE RESISTANCE OF DEEP VERTICAL ANCHOR IN SAND

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概要

• 論文の詳細を見る

• Model test results of a vertical square anchor plate in loose, medium and dense sand are presented. The ultimate anchor resistance has been expressed in terms of a nondimensional breakout factor, N_q=P_u/γAH. For shallow anchors, the breakout factor increases with embedment ratio. Beyond the critical embedment ratio, when the anchor behaves as a deep anchor, the breakout factor remains approximately constant. The critical embedment ratio is about 5 for loose sand and increases to about 8 for dense sand. The variation of the experimental breakout factor for deep anchor with the angle of friction of sand has been compared with that predicted by the existing theories.

• 社団法人地盤工学会の論文
• 1977-06-15

著者

• Seeley Gerald

  Department Of Civil Engineering Tri-state University

• Das Braja

  Civil Engineering Department South Dakota State University

• Das Sankar

  Civil Engineering Department South Dakota State University

• SEELEY GERALD

  Department of Civil Engineering, Tri-State University

関連論文

• UPLIFT CAPACITY OF PIPE PILES IN SATURATED CLAY
• 砂中に深く接地されたアンカーの極限抵抗力(『土質工学会論文報告集』Vol. 17 No.2 (1977年6月発行)掲載論文の概要)
• ULTIMATE RESISTANCE OF DEEP VERTICAL ANCHOR IN SAND
• A PROCEDURE FOR ESTIMATION OF ULTIMATE UPLIFT CAPACITY OF FOUNDATIONS IN CLAY
• BEARING CAPACITY OF TWO CLOSELY-SPACED SHALLOW FOUNDATIONS ON SAND
• EFFECT OF HIGH EXCESS PORE PRESSURE ON STRENGTH PARAMETERS OF ORGANIC SOIL
• BEARING CAPACITY OF SURFACE FOOTINGS ON SAND LAYER RESTING ON A RIGID ROUGH BASE
• MODEL TESTS FOR UPLIFT CAPACITY OF FOUNDATIONS IN CLAY
• A PROCEDURE FOR ESTIMATION OF UPLIFT CAPACITY OF ROUGH PILES
• PULLOUT RESISTANCE OF ROUGH RIGID PILES IN GRANULAR SOIL
• BEARING CAPACITY OF ECCENTRICALLY LOADED SURFACE FOOTINGS ON SAND

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