Modeling shear localization along granular soil-structure interfaces using elasto-plastic Cosserat continuum

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

卷:49

Article

Ebrahimian, Babak¹  Noorzad, Asadollah¹  Alsaleh, Mustafa I.² 

[1] Univ Tehran, Fac Engn, Sch Civil Engn, Tehran, Iran

[2] Caterpillar Inc, R&D, Virtual Prod Dev Technol, Mossville, IL 61552 USA

关键词: Soil-structure interface;    Plane shearing;    Micro-polar (Cosserat) continuum;    Elasto-plasticity;    Internal length;    Shear localization;    Infinite granular layer;    Finite element method;   

DOI  :  10.1016/j.ijsolstr.2011.09.005

来源: Elsevier

【 摘 要 】

The current study presents finite element simulations of shear localization along the interface between cohesionless granular soil and bounding structure under large shearing movement. Micro-polar (Cosserat) continuum approach is applied in the framework of elasto-plasticity in order to overcome the numerical problems of localization modeling seen in the conventional continuum mechanics. The effects of different micro-polar kinematic boundary conditions, along the interface, on the evolution and location of shear band are shown by the numerical results. Furthermore, shear band thickness is also investigated for its dependence on the initial void ratio, vertical pressure and mean grain size. Here, the distribution and evolution of static and kinematic quantities are the main focuses regarding infinite layer of micropolar material during plane shearing, especially with advanced large movement of bounding structure. The influence of such movement has not been investigated yet in the literature. Based on the results obtained from this study, shear localization appears parallel to the direction of shearing. It occurs either in the middle of granular layer or near boundaries, regarding the assumed micro-polar kinematic boundary conditions at the bottom and top surfaces of granular soil layer. Narrower shear band is observed in lower rotation resistance of soil particles along the interface. It is emphasized that the displacement magnitude of bounding structure has significant effect on the distribution and evolution of state variables and polar quantities in the granular soil layer. However, continuous displacement has no meaningful effect on the thickness of shear band. Here, smooth distributions of void ratio and shear stress components are obtained within the shear band, what the other previous numerical investigations did not receive. Despite indirect linking of Lade's model to the critical state soil mechanics, state variables tend towards asymptotical stationary condition in large shear deformation. (C) 2011 Elsevier Ltd. All rights reserved.

【 授权许可】

Free