Hi Martin,

So, that means effectivePressure[eIdx]  should be multiplied by alpha in 
model.hh:408 to get the correct total and principal stresses in the output 
files. Correct?

best regards,

Edscott

-----Mensaje original-----
De: Martin Beck [mailto:[email protected]] 
Enviado el: lunes, 11 de marzo de 2019 04:10 a. m.
Para: DuMuX User Forum; Ed Scott Wilson Garcia
CC: Manuel Coronado Gallardo
Asunto: Re: [DuMuX] Using Biot's Modulus and coefficient in el2p model

Hi Edscott,

yes, the model assumes alpha = 1. If you want to adapt this, you have to change 
it in the elementvolumevariables.hh, but also for the assembly of the momentum 
balance equation in localoperator.hh:346 (- alpha * peff instead of - peff).
The post-processing evaluation of the total stresses and the principal stresses 
in model.hh also contains this assumption.

Cheers,
Martin


On 3/8/19 9:02 PM, Ed Scott Wilson Garcia wrote:
> We are now introducing Biot's  modulus into the el2p problem and using this 
> to calculate Skempton's coefficient instead of the other way around (Biot's 
> modulus = 1/c0_).
> In order to obtain the undrained bulk modulus we also need Biot's coefficient 
> (alpha), so we also provide that in the input file.
>
> My question is as follows.
> To make the use of Biot's coefficient complete, would we also have to modify 
> the el2p model?
> Specifically, multiply the divergence of u with alpha in 
> elementvolumevariables.hh:259?
>
> best regards,
>
> Edscott
> _______________________________________________
> Dumux mailing list
> [email protected]
> https://listserv.uni-stuttgart.de/mailman/listinfo/dumux

--
*******************************************************
Martin Beck
Institute for Modelling Hydraulic and Environmental Systems Department of 
Hydromechanics and Modelling of Hydrosystems Pfaffenwaldring 61
D-70569 Stuttgart

Tel.: (+49) 711/ 685-64899
[email protected]
*******************************************************

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