MODEL TESTS FOR UPLIFT CAPACITY OF FOUNDATIONS IN CLAY

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概要

• 論文の詳細を見る

• Model test results for determination of uplift capacity of square and rectangular foundations in clay have been presented. The model foundations were made out of 3.18 mm thick aluminum plates. The length-to-width ratio of the plates used in the tests varied from one to five. The experimentally determined net uplifting loads have been presented in terms of breakout factors (Vesic, 1971). The variation of the critical embedment ratio and breakout factors for shallow and deep foundation conditions have been analyzed. The uplift capacity of the square plates obtained from the present test program have been compared with the model test results of other investigators conducted on circular plates.

• 社団法人地盤工学会の論文
• 1978-06-15

著者

• Das Braja

  Civil Engineering Department South Dakota 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
• BEARING CAPACITY OF ECCENTRICALLY LOADED SURFACE FOOTINGS ON SAND

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