Hi All, I am working on the analysis job for an excavation work? So far I have proceeded to the completion of excavation that has been temporarily supported by struts? I am about to activate the ground floor level slab and deactivate the struts…

Hi everyone, I am working on a simple excavation and lateral support problem with soil berm as support for intermediate stages before reaching the final excavation level. For the last stage of soil berm removal before reaching the final excavation level…

Hi, I need to model a bored pile wall with shotcrete between the piles and a pile head cap in Plaxis 2D ultimate. Am I better to model this as an equivalent plate element using the effective stiffness per meter length or as an embedded beam row? Thank…

Greetings, I conducted stability analysis of deep excavation at the final stage using Plaxis 2D analysis. The excavation depth is 15 m while the penetration depth is 12 m. When performing stability analysis, the plate element (diaphragm wall) has a large…

Hi all, Anyone, please tell how to estimate the influence zone during the deep excavation (this helps to check whether the surrounding buildings affect or not and then can do impact assessment). I got these details from one paper. Thanks.

Hello everyone, My name is Juan Esteban and I'm currently doing an internship in geotechnical engineering. As part of my internship, I'm learning to use Plaxis and, at the moment, I'm trying to model a structure composed by several raft foundations…

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…

Dear All, I am a newbie of Plaxis. I would like to ask about water condition "Global", "Dry", "Head" & "Interpolate" in 3D When the model with multi-layer excavation 1 by 1, I would like to ask whether my logic in Plaxis correct or not: Stage…