Discover the power of Phase2 from its use for back-analyzing surface deformations. Participate in the on-going discussion on post-peak strength parameters by sending your views through feedback. Read about valuable tips, student achievement and customer views.

Phase2 – Tips and Discussions

                                                                                                                                           Fall 2004


The Aeschertunnel in Canton Zurich, Switzerland

Ground deformations above a large shallow tunnel excavated using jet grouting. Numerical back-analysis suggests mechanism driving observed surface deformation patterns.

by Steven Coulter & C. Derek Martin, Civil & Environmental Engineering, University of Alberta

  
3D tunnel simulation using the Material Softening method in Phase2

Setting up the Initial Stress State for Surface Models using Phase2



Student gains valuable experience while working at Rocscience on new software.
   

A Review of Post-Peak Parameters and Behaviour of Rock Masses: Current Trends and Research – Rocscience and several industry leaders in rock mechanics have been corresponding on the topic of post-peak (residual) rock parameters. The importance of these parameters and their behaviour are summarized.

by J.J. Crowder and W.F. Bawden, Lassonde Institute, University of Toronto

  
One of our customers raises important issues. Estimating the Probability of Failure
   
Dr. Hammah will be presenting a paper at the GeoQuebec2004 conference. Rocscience will also be exhibiting, visit us at booth #15.

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