Dear Sir, I have an excavation model in Plaxis 2D with SBP wall at both sides. We have proposed recharge well on site to prevent the water level drop down. Therefore, In Plaxis model, I defined the pore water calculation type as "phreatic line" with…

Hi all, If anyone know how to decide the spacing between the instrumentations which are needed to provide on site to measure in-situ data like ground settlement markers, prism markers, water stand pipe, piezometers, inclinometers etc. Thanks.

hello, good day. I have a wetmuck project in an underground mine. I want to analyze, model, and simulate underground mining works. such as blasting with real contours and the correct data is there to overcome the wetmuck which is very dangerous for…