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Questions related from Masoud Mazraehli
I'm trying to use coupling option in hydromechanical analysis of an underround excavation. While processing to excavate the tunnel, the software shows an error saying: *** Blocks may not be...
22 April 2016 9,877 3 View
I would appreciate if anyone could help me to obtain the limit equilibrium S.F. of the following slope, attached. Consider: Internal friction angle=30 Cohesion=10 ton/m2 Sincerely yours.
14 December 2014 4,902 12 View
All the best.
13 December 2014 9,848 3 View
All papers and references provided are appreciated. Thanks for your contribution.
09 December 2014 428 2 View