Influence of soil spatial variability on the response of strip footing on geocell-reinforced slope

The present study investigates the influences of spatial variability and randomness of the soil strength parameters on the load-settlement response of a strip footing placed on a geocell-reinforced soil slope by combining finite difference method with random field model. Both isotropic and anisotrop...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Computers and geotechnics 2020-06, Vol.122, p.103533, Article 103533
Hauptverfasser:	Halder, Koushik, Chakraborty, Debarghya
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing strength Carrying capacity Coefficient of variation Computer simulation Correlation Design factors Dilatancy Failure analysis Failure probability Fields (mathematics) Finite difference method Footings Friction Geocell-reinforced slope Groundwater table Load carrying capacity Monte Carlo simulation Parameters Probabilistic analysis Probability theory Randomness Reinforced soils Rigidity Safety engineering Soil investigations Soil properties Soil strength Spatial variability Spatial variations Statistical analysis Strip Strip footing Water table
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!