Analysis of one‐dimensional nonlinear rheological consolidation of saturated clay considering self‐weight stress and Swartzendruber's flow rule

Considering the nonlinear rheological properties of saturated clay, the modified unified hardening (UH) constitutive relation was introduced to describe the nonlinear rheological deformation. Meanwhile, Swartzendruber's flow law was used to simulate the non‐Darcian flow of pore water in the pro...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	International journal for numerical and analytical methods in geomechanics 2022-05, Vol.46 (7), p.1205-1223
Hauptverfasser:	Cui, Penglu, Cao, Wengui, Xu, Zan, Wei, Yunbo, Li, Huixin
Format:	Artikel
Sprache:	eng
Schlagworte:	Clay Consolidation Constitutive relationships Deformation Dimensional analysis Finite volume method ground settlement Hydrostatic pressure nonlinear rheological consolidation model Parameters Parametric analysis Permeability Permeability coefficient Pore pressure Pore water Pore water pressure Rheological properties Rheology saturated clay Seepage self‐weight stress Soil Soil permeability Soils Swartzendruber's flow rule Water pressure Weight
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!