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Questions related from Alireza Rashiddel
I simulated the shield driven-tunnel by FLAC 2D, in which step of numerical model must be applying the traffic loads of ground surface (20 Kpa)? the traffic loads of ground surface change along...
14 November 2019 4,016 3 View
I simulated one tunnel in the soil medium, I going to study on the ground surface settelment due to excavation tunnels Which Constitutive model of the soils (SC-GC) is better? and why? 1. Mohr...
08 November 2019 8,878 4 View
There are three primary areas of ground movement towards a pressurised TBM: at the face, along the shield skin and at the tail void -(In the attached figure). Can the maximum surface Settelment of...
15 September 2019 10,019 3 View
I modeled a earth dam I want to Simulation Rapid Drawdown of the earth dam at different rates with FLAC 2D software.Who knows the FISH function or a way to do this simulation in FLAC2D software?
18 May 2017 702 8 View
I modeled a shallow tunnels in urban environments . Which method is suitable for considering the presence of water in the model? 1. specify pore pressures with the INITIAL pp command or WATER...
17 May 2017 2,872 3 View