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The function was split because I was following the work by Thornton who suggested something equivalent to prove that the shear stress contribution to the total stress was little if compared to the normal one during a triaxial loading. Why would you not split it at all? Just curious :-)Cheers, Chiara
Hi Chiara,maybe "at all" was too strong, but I meant nothing more than for usual computations you need the total stress, :-) So would you prefer to have this function as a basic and other functions (total stress) built from its results? Just asking before I do it :-)
Thanks Jan
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