ULTIMATE PULLOUT CAPACITY OF SHALLOW VERTICAL ANCHORS IN CLAY
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概要
- 論文の詳細を見る
Model test results for the ultimate pullout capacity of shallow rectangular vertical anchor plates embedded in saturated clay have been presented. The width-to-height ratio of the anchor plates used in the tests has been varied from one to five. The ultimate pullout load of an anchor can be expressed in the form of a nondimensional breakout factor. Based on the experimental results, an empirical equation for determination of the ultimate pullout load has been presented.
- 社団法人地盤工学会の論文
- 1985-06-15
著者
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Das Braja
Department Of Civil Engineering And Mechanics Southern Illinois University At Carbondale
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Moreno Roberto
Department Of Civil Engineering The University Of Texas At El Paso
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DALLO KARIM
Department of Civil Engineering, The University of Texas at El Paso
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Dallo Karim
Department Of Civil Engineering The University Of Texas At El Paso
-
Das Braja
Department Of Civil Engineering The University Of Texas At El Paso
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- HOLDING CAPACITY OF INCLINED SQUARE PLATE ANCHORS IN CLAY
- PULLOUT RESISTANCE OF ROUGH RIGID PILES IN GRANULAR SOIL