Thank you Professor ...keep uploading your lectures in different geotechnical engineering topics
@GenaEnSamIAm
4 жыл бұрын
Thank you professor Kitch! In our books you are a legend!!
@jeraldanoc5726
2 жыл бұрын
very detailed explanation! thank you so much Sir!
@eyasmekdad4006
6 жыл бұрын
Thanks so much Professor ✅
@salahhb9179
5 жыл бұрын
so helpful ,thank you very much
@roif.8005
4 жыл бұрын
Great job, keep up 👍
@teebamohammad7142
4 жыл бұрын
Thanks we need a lesson about shrinkage limit
@scientificresearch1400
3 жыл бұрын
thanks you
@mj01341
3 жыл бұрын
Thank you very much Sir. I am confused why the two formulas (1 & 2) give different void ratio(=e), when the clay is Super Saturated (i.e. when water content > shrinkage limit), 1. e= G.w/S = (sp. grav * water cont.) / (Saturation degree) 2. e= Vv/Vs = (Voids Volume)/(Solids Volume) Please resolve this doubt Sir. I would be indebted to you for clearing the concept.
@toniadrianto8424
3 жыл бұрын
Thanks prof. I hav a question. Whats the use of knowing plasticity index regarding to foundation design?
@introductiontogeotechnical4976
3 жыл бұрын
It is used to classify the soils and gives an estimate of the potential for consolidation settlement or swell potential.
@buildsmarter
4 жыл бұрын
Hi sir why we choose #40 sieve for liquid limit test?
@introductiontogeotechnical4976
4 жыл бұрын
1) Because that's what the ASTM standard calls for, 2) because it's small enough to get most of the sand and gravel piece out of the specimen, but small enough that it doesn't take all day to separate the finer portion of the sample. For fine silty sands, it does allow a lot of sand into the Atterburg limits specimen. It will sometime give results of ML when the fines are really clay minerals.
@alfredosei4315
2 жыл бұрын
please can i get your email address. i want a recommended pdf books on geotechnical engineering to help as a civil engineer. Also. how i get all your videos on Geotechnical engineer at a Laboratory. Thank you. mine is
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