Atterberg Limits Tests

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Webcast on laboratory tests to determine Atterberg limits, plastic limit & liquid limit
  1. Introduction to Geotechnical Engineering
  2. California State Polytechnic University Pomona (College/University)
  3. Soil Mechanics (Field Of Study)
  4. Angelo State University
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Комментарии
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Thank you Professor ...keep uploading your lectures in different geotechnical engineering topics

Entertainment-tggf
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Thank you professor Kitch! In our books you are a legend!!

GenaEnSamIAm
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very detailed explanation! thank you so much Sir!

jeraldanoc
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Thanks prof. I hav a question. Whats the use of knowing plasticity index regarding to foundation design?

toniadrianto
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Thanks we need a lesson about shrinkage limit

teebamohammad
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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.

mj
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Hi sir why we choose #40 sieve for liquid limit test?

buildsmarter
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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

alfredosei