Відео

Thank you Mr. yusof💚🤍

I need to install software how can i get please help me

Thank you Mr. Yusof

na tanya, plaxis ini model 2d versi apakah?

I need this version of Plaxis. Can anyone help?

thnkz sir

Please can I have the software

What about when the percentage is more than 5% but less than 12% on the 3rd column?

Fs is not 1.351 . you miss the part that 0-10 m on x diagram. These points equal to 1 . be careful. ıf you take the value 1.351 that means this slope is safety but its not

Thanks sir ❤

Thankyou!!! Very helpful for practice

Hi sir, im new to slope analysis, firstly i want to know how to create slope geometry...the calculation of height length of the slope...i already get the actual length, height of the slope, but i dono how to create the slope size

Can you make a video for Dyanamic slope stabilty analysis

02:38 Why show groundwater levels if the video doesn't explain it?

thank you very much

which version of PLAXIS 2D are you using??

thanks man

Sir, please make a video on bearing capacity and settlement of square footing in plaxis........

Hi.. I need to talk to you about your paper on stone column geometry using plaxis 2d. please reply.

thanks very useful. please upload lectures with more advance topics

hello;i need your help in simulate plate in PLAXIS 2d software.diameter is 100mm and made in steel E=200 GPa.Whate are values of bending stiffness (EI) and axial stiffness (EA)?

In the stage construction phase, I can’t find the ‘’fully coupled flow deformation’’ I don’t know if my software is incomplete. I can only calculate this 3 parameters - Plastic - Consolidation - Safety I cant find - Dynamics - Fully coupled flow deformations - Dynamics with consolidation

In the stage construction phase, I can’t find the ‘’fully coupled flow deformation’’ I don’t know if my software is incomplete. I can only calculate this 3 parameters - Plastic - Consolidation - Safety I cant find - Dynamics - Fully coupled flow deformations - Dynamics with consolidation

Why safety analysis is not allowed after dynamic analysis sir?

thanks

Hello, I wonder if you offer paid help for engineers with their project using plaxis? Please if you offer such service let me know the best way to contact you.

Thank you Sir

Sir what is the meaning of msf showing 1 for step 1 . Is it the minimum msf? Should we consider the end step result where the body collapse after the calculation steps for msf.

how to insert tensile strength into soil in plaxis?

Can you make a tutorial of slope stability in plaxis 3d please

Thankyou for brilliantly explained i have some question, in slope stability, Is the output displacement that occurs realistic? in other word it is the realistic displacement occur in the field?

is there any way i can change a axisymetric model in PLAXIS 2D to PLANE STRAIN model from the existing model without having to create new model from start

is there any way i can change a axisymetric model in PLAXIS 2D to PLANE STRAIN model from the existing model without having to create new model from start. please do reply as it is urgent

can you share your matery?? thanks for video upload

Thnks

Thank you sir

Thank you sir

Can we find factor of safety of cantilever sheet pile wall?

kindly check the attached Plaxis 2D model for the secant pile. Following points have been considered during the preparation of model, Grade of concrete = M35 Secant pile Dia = 1.2m Excavation depth = 20m Embedment depth = 20m Anchors = 300mm dia at 1.5 m c/c in longitudinal direction & 3.0m c/c in depth (Max prestress is 700 kN) Vehicular load = 24 kN/m (Kindly guide us if this load is enough considering NH-31A ) Earthquake load = Not considered because as of now. Request you to guide us for making the model more realistic and error-free, solving the excavation issues (Excessive heaving effect) and for consideration of phreatic line. Also, please confirm to us the maximum permissible deflection allowed in the secant pile ; because as per CIRIA C580 it states that permissible deflection should be within 0.15% of embedded depth. i.e., 0.15% x 20m = 30 mm in our case.

nama say firash

itu la saya yang zapentuu

hii

Hi mohd, thank you for this usefull video

How if the coordinate in decimal? Everytime i made 10.5 it always goes to 11 or 10

Is there any difference in the results between drawing soil from soil section by boreholes and structure section?

does this apply to the plaxis LE? can you make the same tutorial for plaxis LE please... much appreciated

Does this tutorial works for plaxis LE?

please can you create a learning video of how to model a strip footing on a reinforced soil slope

THANKS A LOT ... SIR

The best sir.