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Magnitude and distribution of static normal soil stresses against underground structural cylinders are studied; new results, obtained from laboratory tests on cylinders of 4.5-in. diam buried in dry sand; test cylinders were split into longitudinal segments, and force acting on each 30° arc of soil-structure interface was measured; experimental program included cylinders encased in sheet of foam rubber; analytical predictions were made using idealized mathematical model and theory of elasticity.
Magnitude and distribution of static normal soil stresses against underground structural cylinders are studied; new results, obtained from laboratory tests on cylinders of 4.5-in. diam buried in dry sand; test cylinders were split into longitudinal segments, and force acting on each 30° arc of soil-structure interface was measured; experimental program included cylinders encased in sheet of foam rubber; analytical predictions were made using idealized mathematical model and theory of elasticity.
Stresses against underground structural cylinders
ASCE -- Proc (J Soil Mechanics and Foundation Div)
Hoeg, K. (author)
1968
26 pages
Article (Journal)
English
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