HOLDING CAPACITY OF INCLINED SQUARE PLATE ANCHORS IN CLAY
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概要
- 論文の詳細を見る
Laboratory model test results for the holding capacity of inclined shallow square plate anchors in clay (φ=0 concept) have been presented. The inclination of the anchor with respect to the horizontal was varied from zero to 90°. Based on the model study, an empirical relationship for estimating the ultimate holding capacity of the anchors has been presented.
- 社団法人地盤工学会の論文
- 1989-09-15
著者
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Das Braja
Department Of Civil Engineering And Mechanics Southern Illinois University At Carbondale
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PURI VIJAY
Department of Civil Engineering and Mechanics, Southern Illinois University at Carbondale
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Puri Vijay
Department Of Civil Engineering And Mechanics Southern Illinois University At Carbondale
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