Cone penetration test in sand: A numerical-analytical approach

Separation of the effects of initial horizontal stress and relative density on cone tip resistance in sandy soils has been a complicated issue for many years. In order to overcome this problem, a numerical modeling of CPT which has been verified by calibration chamber tests, has been used in this pa...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Computers and geotechnics 2017-10, Vol.90, p.176-189
Hauptverfasser:	Ahmadi, M.M., Golestani Dariani, A.A.
Format:	Artikel
Sprache:	eng
Schlagworte:	Analytical solution Cone Penetration Test (CPT) Cone penetration tests Cone tip resistance Friction resistance In-situ horizontal stress Initial conditions Mathematical analysis Mathematical models Modelling Numerical analysis Numerical modeling Relative density Sand & gravel Sandy soil Sandy soils Soil Soil conditions Soil sciences Studies
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!