A PROCEDURE FOR ESTIMATION OF UPLIFT CAPACITY OF ROUGH PILES

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概要

• 論文の詳細を見る

• The model test results for the ultimate uplift capacity of piles of Das, Seeley and Pfeifle (1977) have been extended. Based on the model test results, it has been found that the unit skin friction at the soil-pile interface increases linearly with depth up to a critical embedment ratio. The critical embedment ratio is dependent on the relative density of the soil. Based on the laboratory experimental results, a tentative procedure for estimation of the ultimate uplift capacity of piles has been presented.

• 社団法人地盤工学会の論文
• 1983-09-15

著者

• Das Braja

  Civil Engineering Department South Dakota State University

• Das Braja

  Civil Engineering Department The University Of Texas At El Paso

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
• BEARING CAPACITY OF ECCENTRICALLY LOADED SURFACE FOOTINGS ON SAND

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