A PROCEDURE FOR ESTIMATION OF ULTIMATE UPLIFT CAPACITY OF FOUNDATIONS IN CLAY

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概要

• 論文の詳細を見る

• Based on the previous laboratory model test results of Das (1978) on rectangular foundations in saturated clay and similar results obtained by other investigators for circular foundations, a tentative general procedure for estimation of ultimate uplift capacity of foundations (square, circular and rectangular) has been presented. This procedure is mainly based on an α-β parameter curve, obtained from experimental results, which appears to be a unique curve irrespective of the undrained cohesion of clay and length-to-width ratio of the foundation. The effect of suction force which generally develops below the foundations resting on soft clays due to the sudden application of the pullout force has not been included.

• 社団法人地盤工学会の論文
• 1980-03-15

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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