Modelling a geo-composite cell using discrete analysis

被引：61

作者：

Bertrand, D

Nicot, F ^{[1
]}

Gotteland, P

Lambert, S

机构：

[1] Cemegref, Unite Rech Eros Torrentielle Neige & Avalanches, F-38402 Grenoble, France

[2] UJF, LIRIGM, Grenoble, France

[3] France Macaferri, Valence, France

来源：

COMPUTERS AND GEOTECHNICS | 2005年 / 32卷 / 08期

关键词：

discrete element method; elasto-plastic behaviour; granular materials; mechanical interaction; wire structure;

D O I：

10.1016/j.compgeo.2005.11.004

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

Reinforced soil structures can be used to protect infrastructures against rockfalls. An innovative way to implement such protection is to construct the front face using a cellular assembly. This paper focuses on the cellular scale, with the cell a complex heterogeneous material, composed of a wire netting box filled with rocky particles. The behaviour of a single cell was modelled using the discrete element method, thus accounting for the interaction between the rocky particles and the interaction between the box and the rocky particles. A constitutive model was developed and calibrated along confined compression loading paths, then preliminary elements of validation were obtained from the simulation of unconfined compression tests. (c) 2005 Elsevier Ltd. All rights reserved.

引用

页码：564 / 577

页数：14

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