Plaxis 3D_How to model post-tension concrete slab that acts as permanent support for retention system?
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…
Benchmark problem of deep excavation
I am very glad to write this post because last time I got a benchmark problem regarding embankment consolidation problem over PVD-treated soft soil "
Comparison of Drainage Line Elements in PLAXIS 2D and 3D.....". After that, I successfully published…
In person workshop: Practical Use of PLAXIS 2D for Deep Excavations - Dubai - February 6, 2023
Title: In-person Workshop: Practical Use of PLAXIS 2D for Deep Excavations
Location: Dubai, The United Arab Emirates
Date: Monday, February 6, 2023
Price: 450 USD
Sign up here
This 1-day instructor-led course considers the latest PLAXIS…
Instrumentation monitoring plan during excavation in soil etc.
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.
Influence zone in deep excavation
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.