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Settlement Characteristics of Preconsolidated Natural Sands
In the report the settlements of footings on slightly overconsolidated sands loaded beyond the preconsolidation pressure have been investigated. Settlement calculations require a knowledge of the preconsolidaton pressure, and of the modulus of deformation below and above the preconsolidation pressure. Different methods to determine in-situ these parameters have been examined. The investigation was carried out at a test site (16 x 18 m) located close to an esker about 40 km west of Stockholm.
Settlement Characteristics of Preconsolidated Natural Sands
In the report the settlements of footings on slightly overconsolidated sands loaded beyond the preconsolidation pressure have been investigated. Settlement calculations require a knowledge of the preconsolidaton pressure, and of the modulus of deformation below and above the preconsolidation pressure. Different methods to determine in-situ these parameters have been examined. The investigation was carried out at a test site (16 x 18 m) located close to an esker about 40 km west of Stockholm.
Settlement Characteristics of Preconsolidated Natural Sands
R. Dahlberg (Autor:in)
1975
320 pages
Report
Keine Angabe
Englisch
Soil & Rock Mechanics , Structural Analyses , Footings , Settlement(Structural) , Sands , Soil tests , Preconsolidation pressure , Deformation , Loads(Forces) , Bearing capacity , Penetration tests , Test methods , Stresses , Modulus of elasticity , Computer programs , Foundations , Moisture content , Particle size , Test equipment , Sweden
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