Naqeeb Bhai: Salamwalaikum.... You are doing good, MashaAllah! Could you please post a procedure presentation on "Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter".
es selamu aleykum first of all, thank you very much for all of your lessons. should we use proctor test before, to know the amount of soil that you put in the mold. can you explain little please?
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Naqeeb Bhai: Salamwalaikum.... You are doing good, MashaAllah! Could you please post a procedure presentation on "Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter".
Excellent explanation
Good keep it up
es selamu aleykum first of all, thank you very much for all of your lessons.
should we use proctor test before, to know the amount of soil that you put in the mold. can you explain little please?
Thank you sir
Good sir keep it up
Experiment is well done but in 2 nd formula time should not be used. Because already discharge per unit time has been found out. By using 1 st one.
In the last step why did you make it like this k=QL/Ath......
But actually it should be like this k=QL/Ah
Am I right?
Yes. It was mistake
Yes you are right 👍
Please sir make a vedio of consolidation test of soil clearly
Mighty Allah ❎ mighty Raju ✅ 🤡 (this is joke don't take too serious)
please send me excel sheet for falling head and constant head permeability test
Thanks
email?