It should noted that there is horizontal-displacement values in plaxis.
The logic behind the soil nailing is that the soil nails provide resistance to wall deformation and therefor they reduce the risk of global slope stability failure mainly through mobilization of shear stresses along the soil interface.
Could you recommend some articles on Urban Transportation System optimization and Innovation?
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I am working on microalgae cultivation using waste water. The initial concentration of nutrients were less but the microalgae has achieved biomass growth of 2 g/L. The final concentration of...
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If we map as a continuous motion an ionising electron (beginning its journey at n=1) in an H atom, a specific hyperbolic spiral appears (see animation). When we solve this spiral formula, we find...
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Articles on" Gender disparities i leatherwork education"
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Hello. I am working on ROS production of two systems: system A is cerium oxide and hydrogen peroxide, system B is cerium oxide nanoparticle, hydrogen peroxide and potassium bromide. I did some...
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I want to Estimate surface heat fluxes using MyLake, but I don't have all the initial values in model parameters section and other sections,is there a way?
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If from a geometric perspective the non-halogens, non-noble gases have more empty spots in their valence shell, and the filling/exiting of any of the empty spots in the shell constitutes a...
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Why is the molecule's orientation with an electric field affect polarizability? Electrons are diffuse enough to be independent with respect to orientation and effect of electric field on...
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why don't d-orbitals split themselves because of themselves without the presence of ligands? Electrons are indistinguishable. Why wouldn't it be more correct that protons from a ligand split the...
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I'm guessing it's because the ligand experiences too much electron repulsion or proton repulsion from the chromium to insert them close to the 3d-orbitals which are close to the metal nucleus. Is...
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To generate curve but a straight line generated on zero load.
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During validation for my study(I am modeling a single cylindrical and tapered pile) I need a Mohr-Coulomb soil model with confining pressure. I have already modeled a Hardening soil model (using...
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I keep getting high safety factor and tried to change multiple properties.
25 March 2024 594 1 View
Good evening everyone can anyone send me SMC files of earthquakes of different intensities for a simulation on Plaxis 2D. Thanks
02 March 2024 4,362 1 View
procedure
21 February 2024 6,896 4 View
I am trying to model the support system for deep excavation using sheet pile in Plaxis 3d.I am studying effect of variation in angle ,length, spacing and location of anchors and depth of sheet...
23 January 2024 1,047 1 View
Hi, i am currently doing a project where i used a bare soil slope model and rainfall simulation in the lab. all the slope eroded after the experiment. after that, i also tried to simulate the same...
22 November 2023 2,924 2 View
Dear all. I would like to determine the effect of strain rate in undrained triaxial test with Plaxis3d. so I would like to know how to create strain rate 10e-5 per second in Plaxis, is it...
19 October 2023 3,484 1 View
I am interested in doing probabilistic analysis using geotechnical software. My own reviews I am looking to do probabilistic analysis in Plexis software, but I could not find how to do this...
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I want to find the natural frequency of my structure in plaxis-3D
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