会议专题

Excavation Damaged Zone Modelling in Claystone with Coupled Second Gradient Model

  Galleries excavation leads to damage and significant properties changes of the host rock.The fracture structure of the excavation damaged zone created around the galleries remains nowadays a major issue especially in the context of underground storage.In order to correctly model the strain localisation,the second gradient local model (regularization method) is used within a hydro-mechanical modelling of a gallery excavation.The numerical results provide information about the strain localisation bands pattern.

fracturing numerical modelling excavation damaged zone strainlocalisation

Frédéric Collin Beno(ǐ)t Pardoen

Argenco Department University of Liège1,Chemin des Chevreuils B-4000 Liège,Belgium

国际会议

The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (第二届国际岩土本构模型研讨会(IS-Model 2012))

北京

英文

313-317

2012-10-15(万方平台首次上网日期,不代表论文的发表时间)