Sarath Posted June 4, 2019 Report Share Posted June 4, 2019 Hello, I am trying to model a support of excavation (SOE) with diaphragm walls along the perimeter of the site and install wells for dewatering within the site. We would like to see the drawdown curves inside and outside the site. Can anyone please give me a direction on this? We don't have a toe cut-off. Thanks Quote Link to comment Share on other sites More sharing options...
Lalith Posted June 7, 2019 Report Share Posted June 7, 2019 Hi Sarath, My understanding about your actual condition is limited. With the understanding I grabed from your text, a simple rectilinear modflow model will do this. Diaphragm walls can be represented using a barrier with appropriate HC, (https://www.xmswiki.com/wiki/GMS:HFB_Package). I would start with single 2 layer model (1 above the excavation level and other one below that level). Best regards, Lalith Quote Link to comment Share on other sites More sharing options...
Lalith Posted June 7, 2019 Report Share Posted June 7, 2019 http://gmstutorials-8.0.aquaveo.com/SEEP2D-SheetPile.pdf this is another similar approach Quote Link to comment Share on other sites More sharing options...
Recommended Posts
Join the conversation
You can post now and register later. If you have an account, sign in now to post with your account.