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Calculating settlement of foundations on loose sand
Experiments in circular ferroconcrete tank with ID of 5.1 m and depth of 1.8 m, filled with river sand of medium fineness, were carried out to obtain empirical formulas for foundation settlement; unit weight of sand was 2.66 g/cu cm, its cohesion was 0.07 kg/sq cm, and its angle of internal friction was 34°; sand was tested to find its cohesion and angle of internal friction under slow shear at 4.7% moisture content; rectangular box-section metal rams, 20 and 30 cm wide and 100 and 150 cm long, were used as model strip foundations. (English translation of Osnovaniya, Fundamenty i Mekhanika Gruntov) (03493)
Calculating settlement of foundations on loose sand
Experiments in circular ferroconcrete tank with ID of 5.1 m and depth of 1.8 m, filled with river sand of medium fineness, were carried out to obtain empirical formulas for foundation settlement; unit weight of sand was 2.66 g/cu cm, its cohesion was 0.07 kg/sq cm, and its angle of internal friction was 34°; sand was tested to find its cohesion and angle of internal friction under slow shear at 4.7% moisture content; rectangular box-section metal rams, 20 and 30 cm wide and 100 and 150 cm long, were used as model strip foundations. (English translation of Osnovaniya, Fundamenty i Mekhanika Gruntov) (03493)
Calculating settlement of foundations on loose sand
Soil Mech Found Eng
Rudnitskii, N.Ya. (author)
1968
3 pages
Article (Journal)
English
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