Пікірлер

• 
  @shariquddinahmedmohammad55119 күн бұрын

  HEY CAN, YOU TRAIN ME ON THIS SOFTWARE

• 
  @pranjlm9 күн бұрын

  There is no training required here. It's all in the video.

• 
  @shariquddinahmedmohammad55119 күн бұрын

  hey i want to get trained in Geo studio software

• 
  @pranjlm9 күн бұрын

  @@shariquddinahmedmohammad5511 I am not working in Geostudio anymore. Sorry.

• 
  @deblinabera393521 күн бұрын

  SIr How can I contact with you?

• 
  @pranjlm21 күн бұрын

  Mail me at [email protected]

• 
  @luongtranhien21362 ай бұрын

  THANKYOU

• 
  @amitkumariitroorkee92472 ай бұрын

  how did you import this slope profile from qgis to autocad, plz reply

• 
  @pranjlm2 ай бұрын

  Dxf files can be imported into Geostudio. Try to create a .Dxf file.

• 
  @nyanhlaing10323 ай бұрын

  🙏🙏🙏

• 
  @nyanhlaing10323 ай бұрын

  Thank you Sir

• 
  @mariogalindoq4 ай бұрын

  Why are you applying a geostatic first step to the entire model before building some parts? It seems wrong to calculate something in parts that have not yet been built.

• 
  @pranjlm4 ай бұрын

  The tutorial is a guideline on sequential construction. It does not match some of the original practical conditions.

• 
  @mahirbadanagki5 ай бұрын

  hello, could you please give tutorial about Air/W with Slope/W to simulate the air injection to improve FoS?

• 
  @pranjlm5 ай бұрын

  I am not doing much in that field. I will inform you if I got some work related to geostudio.

• 
  @mahirbadanagki5 ай бұрын

  @@pranjlm thanks

• 
  @VishnuKumar-fo2rl5 ай бұрын

  Hey! Could you please send the code and from where did you take help? This would be very helpful for me

• 
  @debdipdas35025 ай бұрын

  How can we stimulate the Liquefaction study in abaqus?

• 
  @pranjlm5 ай бұрын

  I will put a video in future.

• 
  @debdipdas35025 ай бұрын

  Please it will be very helpful for my project. Thanks in advance 😊

• 
  @aadilarfin86846 ай бұрын

  Hello sir, how 100 KN of PWP was applied, was it based on the calculation of 2m depth or it was a random value. furthermore, for a 2m depth, I think it would be around 20000N/m2.

• 
  @aadilarfin86846 ай бұрын

  Hello sir, why did you put the roller as a bottom boundary condition and apply EQ in the fixed set. if we select the bottom boundary condition as roller one, can't we apply EQ in the roller set?

• 
  @pranjlm6 ай бұрын

  In this case, you must apply EQ with displacement control.

• 
  @pratikgoel29966 ай бұрын

  how to consider water table in soil

• 
  @pranjlm6 ай бұрын

  Apply PWP conditions or assign predefined field saturation.

• 
  @ikhlaqahmadjan49437 ай бұрын

  Please share me your contact.

• 
  @user-ud7wv1ty9z7 ай бұрын

  Simply superb

• 
  @sinakermani-dw8km8 ай бұрын

  Hello. Why you didn't use geostatic stress multiplied by 9.81 to fill the predefind field with values in pascal?

• 
  @pranjlm8 ай бұрын

  It's up to you. I just wanted to put up a tutorial not a full guide about simulation. You can use it.

• 
  @sagarmehra76688 ай бұрын

  Thank you very much for the tutorial vedio. Please send me you contact details. Thanks.

• 
  @gnananandaraotammineni33899 ай бұрын

  sir, to create the geocell, what have to select in the part (solid, shell, wire, point)?

• 
  @pranjlm9 ай бұрын

  In my model, it was shell.

• 
  @gnananandaraotammineni33899 ай бұрын

  Thank you, Sir. . . .@@pranjlm but after following the procedure as you said in the video . . . the dialog box says that 'section must be closed for this type of future'. plz help me

• 
  @user-yp7bx4gk9z10 ай бұрын

  Hello sir, I want to ask how to verify your infinite elements is correctly absorb the wave?

• 
  @susanbastola717910 ай бұрын

  Hello. Can you please tell me how to apply repeated loading by again repeating step from the beginning in a loop ? It will be very helpful. Thank you.

• 
  @pranjlm10 ай бұрын

  You answered the question yourself.

• 
  @himaniarya520610 ай бұрын

  informative content :)

• 
  @user-yp7bx4gk9z11 ай бұрын

  What would be an appropriate factor by which the size of the finite element domain should differ from the size of the infinite element for optimal results?

• 
  @pranjlm11 ай бұрын

  They can be the same, i.e., 1:1 ratio. Do not put larger-sized infinite elements than the finite ones.

• 
  @user-yp7bx4gk9z11 ай бұрын

  @@pranjlm Hello, Why do I consistently encounter excessive deformations at a certain second of seismic acceleration when performing analysis with infinite elements, leading to the error message "The ratio of deformation speed to wave speed exceeds 1.0000 in at least one element"? Is it because my infinite elements are failing to effectively absorb energy, causing energy accumulation that suddenly results in significant deformations at a specific time?

• 
  @pranjlm11 ай бұрын

  Keep refining the mesh and material properties to remove this error.@@user-yp7bx4gk9z

• 
  @user-yp7bx4gk9z11 ай бұрын

  @@pranjlm Hello, if the unit of my elastic modulus (E) is in pascals (Pa) and the unit of yield stress is also in pascals (Pa), should I use kilograms (kg) or newtons (N) for the unit weight of the soil? I am little confused SO, can you suggest how to refine mesh? I do this for almost 1week and I can't find good ways. really appreciate.

• 
  @user-yp7bx4gk9z11 ай бұрын

  Hello, Professor, I use the technique in 7:05 to avoid select the common boundary, but when I do the jobs, my soil was squeeze out in x direction on edges, I don't know why your example is success and mine is fail

• 
  @pranjlm11 ай бұрын

  Just follow the tutorial carefully.

• 
  @christopherosasona512511 ай бұрын

  Thank you prajal for the video. I'm incorporating earthquake loading on a cantilever retaining wall.. I try following your steps here but I have some errors in my output and error. Can you mind checking on it? 😊

• 
  @pranjlm11 ай бұрын

  Sure.

• 
  @christopherosasona512511 ай бұрын

  @@pranjlm I uploaded on Google drive. Thanks drive.google.com/file/d/12Tpbz54XRRHEBmhQyPY5-u-zhVR44fti/view?usp=drivesdk

• 
  @christopherosasona512511 ай бұрын

  Sorry to disturb, shall I send the inp file also. Thinking it might be issue with boundary cond. But I'm unable to troubleshoot it Thanks

• 
  @pranjlm11 ай бұрын

  yes @@christopherosasona5125

• 
  @christopherosasona512511 ай бұрын

  @@pranjlm drive.google.com/file/d/12aZQz5IoRxuHIRhgCojUsTHuXqFHfwnA/view?usp=drivesdk Thanks

• 
  @user-yp7bx4gk9z11 ай бұрын

  Hello sir, in your example, How to use Infinite elements to decrease earth quake wave reflect? Can you show how you set the boundary condition? Thank you so much

• 
  @pranjlm11 ай бұрын

  kzread.info/dash/bejne/aHmqy6eLibu-gtY.html Please check out this video on infinite elements

• 
  @siddaharthpathak Жыл бұрын

  What is the sign convention for pore water pressure!

• 
  @pranjlm Жыл бұрын

  Positive pore pressure means there will be seepage. Negative pressure will mean suction.

• 
  @sharbatasneem2124 Жыл бұрын

  Hello sir, how can we find factor of safety of soil slope for static analysis in abaqus

• 
  @pranjlm Жыл бұрын

  Yes.

• 
  @sharbatasneem2124 Жыл бұрын

  @@pranjlm how?

• 
  @pranjlm Жыл бұрын

  @@sharbatasneem2124 If you watch all 3 parts, you will know. For more doubts, mail me at [email protected].

• 
  @sharbatasneem2124 Жыл бұрын

  @@pranjlm I have seen full tutorial, i am confused with getting fos in static and dynamic analysis. My question is when do we vary reduction factor with time , won't it be said as dynamic analysis. if yes then how can we get fos in static analysis of soil slope.

• 
  @pranjlm Жыл бұрын

  @@sharbatasneem2124 I guess you are misunderstanding the word dynamic with pseudostatic. In pseudostatic analysis of FoS, seismic coefficients are used. Also please mail me at [email protected] so that we can have better discussion.

• 
  @booniconicco8500 Жыл бұрын

  Thanks for good Explaination

• 
  @imdadimmu8741 Жыл бұрын

  Thanks for support

• 
  @imdadimmu8741 Жыл бұрын

  Very helpful video

• 
  @anishkumarsoni6774 Жыл бұрын

  Very Helpful sir

• 
  @imdadimmu8741 Жыл бұрын

  Very helpful video

• 
  @imdadimmu8741 Жыл бұрын

  Thanks for support

• 
  @imdadimmu8741 Жыл бұрын

  Very helpful video

• 
  @imdadimmu8741 Жыл бұрын

  Very helpful video

• 
  @aryanbhatt8857 Жыл бұрын

  Sir, Can you make one video showing the plastic analysis of Subgrade soil in FEM model of Railway track in Abaqus.

• 
  @pranjlm Жыл бұрын

  I will make a video in the near future.

• 
  @pranjlm Жыл бұрын

  kzread.info/head/PLbafTmWuXeRZS98cvjo2QiBXS-c0YhjB3

• 
  @mostafaelfwe7793 Жыл бұрын

  do u have whatsapp or fb ?

• 
  @pranjlm Жыл бұрын

  WhatsApp at +917607454535

• 
  @mostafaelfwe7793 Жыл бұрын

  hey how are you ? how can i make geocell from beginning first step ??

• 
  @pranjlm Жыл бұрын

  It's there in the tutorial. Carefully watch geometry creation in parts module.

• 
  @MeesalaGaneshced Жыл бұрын

  THE FACE S2 IS NOT VALID FOR THE UNDERLYING ELEMENT 125 INSTANCE IE L-1 IN *SURFACE ASSEMBLY_IE L-1_right of IE L I am getting this error can you help me how to avoid this? thank you in advance

• 
  @pranjlm Жыл бұрын

  I guess the meshing is a problem in your case. Give a stacking direction.

• 
  @meesalaganesh2054 Жыл бұрын

  Thank You... solved the problem...

• 
  @amalgupta4345 Жыл бұрын

  How to get research licence for abaqus in IITD

• 
  @pranjlm Жыл бұрын

  It's already there. Go to cadrepo.iitd.ac.in. There you can get help.

• 
  @DipDasgeoscs Жыл бұрын

  very useful video. I have one question, how do you combine tectonic stress in this model? how to calculate the effective stress?

• 
  @pranjlm Жыл бұрын

  Regarding tectonic stress, i don't. Regarding effective stress, subtract total stress from pore water stress.

• 
  @user-lt5qz5nf2n Жыл бұрын

  which version of abaqus is this?

• 
  @pranjlm Жыл бұрын

  Abaqus 2017.

• 
  @sharbatasneem2124 Жыл бұрын

  Sir, can you make a detailed video of using field variable as factor of safety in 2020 version.

• 
  @pranjlm Жыл бұрын

  I will as mentioned in your previous comment.

• 
  @sharbatasneem2124 Жыл бұрын

  Hello , how to use field variable in higher version, as it ask for magnitude of field variable. what should be written.

• 
  @pranjlm Жыл бұрын

  Dear Sharba, please give me some time. I will be sufficiently free to help you in this direction from next month.

• 
  @sharbatasneem2124 Жыл бұрын

  @@pranjlm thank you

• 
  @rajibulislamirfan6583 Жыл бұрын

  Hello sir I have been working on a pile model inserted into 6 layered soil. But whenever i enter the mohr- coulomb plastic properties for each layer, the analysis keeps stopping. I have followed your model, it works perfectly but mine is not. Can you help me by giving some suggestions, sir? I'm seriously struggling with this one. Thanks in advance.

• 
  @pranjlm Жыл бұрын

  I will soon make ABAQUS model for the same.

• 
  @rajibulislamirfan6583 Жыл бұрын

  @@pranjlm thank you so much sir for your kind reply. I am eagerly waiting for your tutorial. And one more thing sir, it would be better if you explain how to avoid such convergence problems. Thanks again for your time.

• 
  @enjel1239 Жыл бұрын

  Sir, can you make any vdo on complete analysis of double steel plate composite wall

• 
  @pranjlm Жыл бұрын

  I will do it in the future.

• 
  @vaishnavisingh6401 Жыл бұрын

  sir can u plz do a video of flexible pavement design with geotextile

• 
  @pranjlm Жыл бұрын

  I will definitely upload. I am currently busy with my regular job at a geotechnical consultancy firm.

• 
  @bouafiaabdelhak2386 Жыл бұрын

  Whats the name of the book u mentioned for cap plasticity

• 
  @pranjlm Жыл бұрын

  It's Applied Soil Mechanics with ABAQUS applications by Sam Helwany.

• 
  @pinakibanerjee93299 ай бұрын

  @@pranjlm I am referring the same book for deriving the parameters but haven't got a clue yet. Can you please describe the process of deriving these values? or is there a page/ paragraph that you can refer for getting these values?

• 
  @pranjlm9 ай бұрын

  @@pinakibanerjee9329 You can check the cap plasticity. Just use find option.

• 
  @internationalbuddy62689 ай бұрын

  I tried that, but its not giving the entire table of values that you have shown in your video, using the excel sheet

• 
  @pranjlm9 ай бұрын

  It will work, try from start@@internationalbuddy6268

• 
  @aryanbhatt8857 Жыл бұрын

  Sir, can you made one video showing soil structure interaction due to a moving load in rail track

• 
  @pranjlm Жыл бұрын

  I will. Please wait as i am currently busy with my daytime job.

• 
  @sutthanailuangkaew8663 Жыл бұрын

  Bro,young modulus why? 30000000 ?

• 
  @pranjlm Жыл бұрын

  This is just an example problem. You can choose the values based on your data.