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Bearing capacity of diluvial gravelly sand deposits
Density of deposition and number of blows (N) in penetration test in diluvial gravelly sand are larger than those in alluvial gravelly sand; in dense gravelly sand deposit, angle of internal friction tends to decrease as normal pressure becomes very large; ultimate bearing capacity of deep foundation is much greater than strength of substructure; for range of loads usually encountered in practice, load settlement relationship of foundations supported by deep gravelly sand deposit is more elastic compared with that of shallow foundations.
Bearing capacity of diluvial gravelly sand deposits
Density of deposition and number of blows (N) in penetration test in diluvial gravelly sand are larger than those in alluvial gravelly sand; in dense gravelly sand deposit, angle of internal friction tends to decrease as normal pressure becomes very large; ultimate bearing capacity of deep foundation is much greater than strength of substructure; for range of loads usually encountered in practice, load settlement relationship of foundations supported by deep gravelly sand deposit is more elastic compared with that of shallow foundations.
Bearing capacity of diluvial gravelly sand deposits
Soil Foundation
Takenaka, J. (author)
1964
16 pages
Article (Journal)
English
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