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Settlement of spread footings on sand
Settlement measurements for large number of footings supported on dune sand are compared to settlement predictions based on standard penetration tests, plate load tests, oedometer tests and triaxial stress path tests; sand considered in study has been preloaded by dunes or compacted by vibratory rollers; good agreement between measurement and prediction is obtained using procedure suggested by G.G.Meyerhof by modification of K.Terzaghi and R.B.Peck method, provided that below-count is corrected for overburden pressure.
Settlement of spread footings on sand
Settlement measurements for large number of footings supported on dune sand are compared to settlement predictions based on standard penetration tests, plate load tests, oedometer tests and triaxial stress path tests; sand considered in study has been preloaded by dunes or compacted by vibratory rollers; good agreement between measurement and prediction is obtained using procedure suggested by G.G.Meyerhof by modification of K.Terzaghi and R.B.Peck method, provided that below-count is corrected for overburden pressure.
Settlement of spread footings on sand
ASCE -- Proc (J Soil Mechanics and Foundation Div)
D'Appolonia, D.J. (author) / D'Appolonia, E.E. (author) / Brissette, R.F. (author)
1968
26 pages
Article/Chapter (Book)
English
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