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Plasticity Characteristics of Soils - Geotechnical Engineering
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In this lecture the formulas to find out the liquidity index, Plasticity Index, Activity and Sensitivity of soils are explained.

Simran Kapoor is teaching live on Unacademy Plus

Simran Kapoor
* STAR EDUCATOR * I B.Tech l Civil Engineer l@simranunacademy l Teaching is my Passion l ex Content writer of Grade up l learn and Enjoy✌| B

U
Unacademy user
ma'am, please check the relation of maximum hourly demand, found some error.
PP
well explained. thank you mam. it is quite helpful.
  1. Geotechnical Engineering Consistency of Soil - (Plasticity Index, Consistency Index, Activity, Sensitivity)


  2. Hello! Nice to meet you I am Simran Kapoor. I am here because I love to give presentations.


  3. Consistency ol Soils d Hence blco ugura ai m and planti cumit ength = ncurcul coatte Content soil Sol s valuu Plantic Stae L > 1


  4. * indicates Consistency [tirmne soir Es 2 So il mama-+- ounn s measure Clayey soil The chong e m vol


  5. A cti Soil THpe Clay soi Acsiu Tma Chive Norma soil mon clut to Hemolding -to un "Shun St= (94)4 Soil Type Sens. Soil Type Sems ue Lt-8- 8-16 nsensituu L IHe Senst. Modera ! 1-2 716 quic


  6. A Soil har Liquid mit 6 platic Umit -31 , Shint So-2s 60-3 5


  7. Thank you very much for your time.