UNDRAINED BEHAVIOUR OF NATURAL AND MODEL CLAYEY SANDS

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概要

• 論文の詳細を見る

• The undrained behaviour of a natural clayey sand from the site of the Gullfaks C oil production platform in the North Sea is described. The material shows significant undrained brittleness in triaxial compression and extension. Variables that are examined include : clay content, granular void ratio and consolidation history. The behaviour of the natural clayey sand is compared to that of a model soil formed from Ham river sand and kaolin. Differences in response are ascribed to differences in grading between the two materials.

• 社団法人地盤工学会の論文
• 1991-09-15

著者

• Burland J

  Imperial Coll.

• HIGHT D.W.

  Geotechnical Consulting Group

• Hight D

  Geotechnical Consulting Group

• GEORGIANNOU V.N.

  Imperial College

• BURLAND J.B.

  Imperial College

関連論文

• THE STABILISATION OF THE LEANING TOWER OF PISA
• DEFORMATION BEHAVIOR OF ANISOTROPIC DENSE SAND UNDER PRINCIPAL STRESS AXES ROTATION
• LOCAL BOUNDARY SURFACES OF A LOOSE SAND DEPENDENT ON CONSOLIDATION PATH
• A BOUNDING SURFACE FOR GRANULAR MATERIALS
• 自然および人工粘土質砂の非排水せん断挙動(『土質工学会論文報告集』Vol.31,No.3 (1991年9月発行)掲載論文の概要)
• UNDRAINED BEHAVIOUR OF NATURAL AND MODEL CLAYEY SANDS
• SAND RESPONSE TO CYCLIC ROTATION OF PRINCIPAL STRESS DIRECTIONS AS INDUCED BY WAVE LOADS

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