UPLIFT CAPACITY OF RIGID STEEL PILE GROUPS IN CLAY

スポンサーリンク

概要

• 論文の詳細を見る

• Laboratory model test results for the ultimate uplift capacity of group piles embedded in clay have been presented. The length-to-diameter ratios of the group piles tested under this program have been kept at 12 and 15. The group uplift efficiency varies with the embedment ratio, number of piles in the group, and the center-to-center spacing of the piles. For the present tests, a group efficiency of about 100% is reached at a center-to-center spacing of 6 to 7 pile diameters.

• 社団法人地盤工学会の論文
• 1985-12-15

著者

• Das B

  Southern Illinois Univ. At Carbondale Illinois Usa

• Azim Mohammad

  Department Of Civil Engineering The University Of Texas At El Paso

• DAS BRAJA

  Department of Civil Engineering, The University of Texas at El Paso

• Das Braja

  Department Of Civil Engineering And Mechanics Southern Illinois University At Carbondale

関連論文

• UPLIFT CAPACITY OF RIGID STEEL PILE GROUPS IN CLAY
• Spontaneous Intrauterine Repairment of Cleft Palate Induced by Amniocentesis in Rats
• ULTIMATE PULLOUT CAPACITY OF SHALLOW VERTICAL ANCHORS IN CLAY
• HOLDING CAPACITY OF INCLINED SQUARE PLATE ANCHORS IN CLAY
• PULLOUT RESISTANCE OF ROUGH RIGID PILES IN GRANULAR SOIL

スポンサーリンク