Thank you Professor ...keep uploading your lectures in different geotechnical engineering topics
@GenaEnSamIAm4 жыл бұрын
Thank you professor Kitch! In our books you are a legend!!
@jeraldanoc57262 жыл бұрын
very detailed explanation! thank you so much Sir!
@roif.80054 жыл бұрын
Great job, keep up 👍
@teebamohammad71424 жыл бұрын
Thanks we need a lesson about shrinkage limit
@salahhb91795 жыл бұрын
so helpful ,thank you very much
@eyasmekdad40066 жыл бұрын
Thanks so much Professor ✅
@mj013414 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.
@toniadrianto84243 жыл бұрын
Thanks prof. I hav a question. Whats the use of knowing plasticity index regarding to foundation design?
@introductiontogeotechnical49763 жыл бұрын
It is used to classify the soils and gives an estimate of the potential for consolidation settlement or swell potential.
@scientificresearch14003 жыл бұрын
thanks you
@buildsmarter4 жыл бұрын
Hi sir why we choose #40 sieve for liquid limit test?
@introductiontogeotechnical49764 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.
@alfredosei43153 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