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Plasticity Characteristics of Soils - Geotechnical Engineering
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In this lecture you will understand the consistency limits i.e liquid limit , plastic limit and shrinkage limit.

Simran Kapoor is teaching live on Unacademy Plus

Simran Kapoor
Use my Referral code : simran4010393-5087 for 10%discount l Civil Engineerl 2 years of teaching experience I Teaching is my Passion l ex Con

Unacademy user
It would be great if you could add a course on expecting Questions for company board exam....thank You mam....
a year ago
ithinakath enik parimithilalund. dishapsc4u class utb l nokku
a year ago
max videos orupad vattam onnu kand support cheyyane..allatha thudarnnu class idaan kazhiyilla..ningal etra tym kandaalum ath oru view aayi karuthum..
nice lecture mam👍✌
👍👍very helpful
  1. Geotechnical Engineering Consistency of Soil

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

  3. Consisteny o Soil Conseney o Contem) So ; 1. Con sistemc sve mpoont index popestie o ne Consistency o to chan sadual ncueane n coates content caue

  4. vo ume Semi Co nen Soll nan high co, a teet Contenut 96 in augus al 3tete o As coateu content educed, +no so''I be come dtit ee and 'St clevelopi eistana to hea, defomation. A- Some pcuutcda esato content, sot become plastic State is knowm an Liquid emitCL) o% by Coe penetr

  5. Se mple somple alm. axi s 8ample alo ained Sof S onay, i aina 3 PLastic Ui s again toah Content reduce plaic plan HC 8tate Chang, to semi-sole, state f coateu Content at con, ch Soil becermx semi Soe,dls knocan 20

  6. Sot a staue . o this tage volume in vol soil emti

  7. Thank you very much for your time.