Thanks Sir.. Upload a video on the interface of CASTeR Software as I was searching and did not find any video about it... BTW Sir your video make my work much easy....
if its undrained, then there is pore pressure only during saturation of specimen or consolidation but it then be zero because the drain valve be open in 2nd stage, hence can we consider pore pressure zero and make equal the cell pressure equal to sigma 3.
In my opinion, if you consider max. deviator stress as a failure criteria then you have to consider sigma3' corresponding to max. deviator stress and not max. value. If we take max. value then every time sigma3 = sigma3' as pore pressure is "0" at the initial stage and as pore pressure increases sigm3' decreases.
yes you are right if you want to find to find effective cohesion and effective friction angle then you need to take corresponding effective sigma3. But in my case i have computed total stress parameters
@@GeotechwithNaqeeb As you have deducted pore pressure while calculating major and minor stress, they are effective stresses and not total stresses. It is better to use "sigma" instead of "sigma' " while calculating the total stress parameters.
Your videos are excellent naqeeb !! keep doing ! when i download using the above link, while extracting its says dameged file... like that . pls help in this
Good one and interesting for geotechnical engineers
Thanks .
Jazakumulah KHaeran ya akhii
Wonderful 👌
Please be continue
Love from India ♥️,,,,
sure sir
sorry, Naqeeb, is there a corrected area n volume from consolidated stage?
Where can i find CASTER?
Thank you
Please be continue
From Egypt
We need lecture and excel sheet about bearing capacity
IA soon i will upload lectures of bearing capacity of soil
Thanks Sir.. Upload a video on the interface of CASTeR Software as I was searching and did not find any video about it... BTW Sir your video make my work much easy....
very helpful video. thanks.
if its undrained, then there is pore pressure only during saturation of specimen or consolidation but it then be zero because the drain valve be open in 2nd stage, hence can we consider pore pressure zero and make equal the cell pressure equal to sigma 3.
Sir you are doing great job. but next time also provide the soft manual of excel sheet on your description. Jazak Allah
sure i will iA
The video is very helpful. Please reduce the subscription tone sounds as it is too sounds to listen with the headphone.
Sure sir and thanks for suggestion
The you so much brother! Keep on uploading such informative videos.
IA i will keep on uploading such videos with support of you people..keep sharing .
In my opinion, if you consider max. deviator stress as a failure criteria then you have to consider sigma3' corresponding to max. deviator stress and not max. value. If we take max. value then every time sigma3 = sigma3' as pore pressure is "0" at the initial stage and as pore pressure increases sigm3' decreases.
yes you are right if you want to find to find effective cohesion and effective friction angle then you need to take corresponding effective sigma3. But in my case i have computed total stress parameters
@@GeotechwithNaqeeb As you have deducted pore pressure while calculating major and minor stress, they are effective stresses and not total stresses. It is better to use "sigma" instead of "sigma' " while calculating the total stress parameters.
You saved my life.
Thinks we would like also UU test
from where I can find this software? could you please share the link of it?
Download ink is in the description.
Plz upload more tutorial on slide software
Thank you so much sir for such a interesting and informative lecture, Be happy Sir
Sir one thing i want to ask you, can we perform the same method for rock ? Thanks in advance
yes triaxial can be performed to rock.. but apparatus must have specifications regarding that
If the mohr circle only need the max. sigma 3 and sigma 1, why do we want the max. deviator stress?
because sigma 1 max is equal to sigma 3 max + max deviatoric stress
Hello sir, is it possible to draw with excel without using caster software?
yes exactly. I have also made a video on that as well.
how to obtain the geomechanical characteristics of the soil from pressuremeter tests
will post a video soon
This is very nice but sir I want photo please if u have any information about it tell us
I require CASTer software for my upcoming project to plot Mohr's Circle. Can u please help
Link is in the description.
the file you shared for caster is not working
The link is working now. Please check again.
Many thanks sir
How can calculate a B-Value?
check the link and you will get the information
th-cam.com/video/ePVtzPNAkX8/w-d-xo.html
Can you pass the ink of the Caster program? Is it free?
Link is in the description.
What is the possible reason behind the test ending up showing negative cohesion?
@Naqeeb Official?
Sorry for late reply.
Due to Inconsistent readings but actully cohesion cannot be negative. There is something wrong in readings.
@@GeotechwithNaqeeb So what to do in assignment, if we have incorrect readings?
Your videos are excellent naqeeb !! keep doing ! when i download using the above link, while extracting its says dameged file... like that . pls help in this
It says no archives found
give your email
@@GeotechwithNaqeeb I m waiting for your email
I want photo of set up sample in triaxial machine
Thanks dear
thank you sir
can you help me in calculating dynamic properties of soil by dynamic triaxial test, its really important.
Will upload soon
@@GeotechwithNaqeeb i am working on some experiments now, it will be really helpfull.
@@GeotechwithNaqeeb or you can send me your email , so i can personally contact you, thnx
Please create video on CD test also
sure
Please draw mohar circle on excel
Sir could I get an Excel sheet
Bhai yar Excel myr kaise drwa kre
SIr i need the data to show to my studentes in online class could you plseas share this with me
could i get excel sheet
email?
Tq uh sir for your reply I found it in your other video .
Sir plz plot di excel
SIr i need the data to show to my studentes in online class could you plseas share this with me
sure..your email???