DETERMINATION OF LIQUID & PLASTIC LIMIT
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- Опубліковано 28 сер 2018
- The liquid limit (LL) It is defined as the percentage moisture content at which a soil changes with decreasing wetness from liquid to plastic consistency or with increasing wetness from plastic to liquid consistency. It is the water content at which a soil changes from plastic to liquid behavior.The plastic limit (PL) is the water content, in percent, at which a soil can no longer be deformed by rolling into 3 diameter threads without crumbling. In other words, it is the percentage moisture content at which a soil changes with decreasing wetness from the plastic to the semi- solid consistency or with increasing wetness from the semi-solid to the plastic consistency.
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Thanks Highway guide green best teaching,all programs from you found standards topped please continue always for human welfare. God bless you lots of. MW TURKMONGOLE Pakistan
Thank u very much , please keep watching.
Thanks alot... I have no words to praise the guide given by this useful video 🎥...Waiting for others too...Once again thanks Highway guide👍🏻
Thank you keep watching
Very good nice sir thanks keep it up
Thank you so much sir, you clarified in a simple way.
Keep watching
I don't know how to do this but after seeing this video it helped me a lot I was in confusion mode before
Glad to hear
Well done
Thanks sir
Bahut achchha samjhaye h sir
Very nice
Thank you sir
Thanks sir... your performance practical skill and guidance very helpful for me all daubt have clear...
Keep watching
THANX
👍
Thank you for gift this beautiful teaching.....iske sath please Excel sheet vi attach kar dijiye to ki aur helpful hoga
Thanks sir ji 🙏
Keep watching
Tq it's very helpfull 🙏
Welcome 😊
No. Of blows ki specifications bhi mentioned krain
Already mentioned
Sir, for GSB how to choose sample for L.L &P.I TEST Purpose...plz reply
Screen the finer material with 425 micron sieve then do the test.
What will be plastic limit of soil if thread cant be made ?
Is it zero like sandy soil.
Non Plastic
Sir 25 blows par 33.76 moisture content hai.
Sir ye soil sample change to ni hoga hr bar,,usi sample me water add Krna h? After container weight sample weight decrease hoga to sample kam to ni hoga
Your main motto should be how to get blows between 15 and 35(One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
Thanx
Welcome
Sir without using graph we got the water content value by oven drying method. Then why graphical method is necessary for determining water content for liquid limit test?
And what are the use of liquid limit test of soil embankment for road construction?
unable to understand without graph how can you find out the water content at 25 blows.
bhut bhut dhanyawad sir..
sir field se soil ko collect karne ke baad usko lab me oven dry karke test perform kia jata hai kya ?
Can be done but technically not required
Sir water ki quantity har baar change karenge ya ek hi baar water milaya jayega please reply sir
Your main motto should be how to get blows between 20 and 30(One reading near about 20 and another near about 30) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about 15 to 20 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
how ever calculate liquidity index by your test?
Liquidity index. LI=(W-PL)/(LL-PL) where W is the natural water content.
what is the value of W, of your test?
what is the value of natural water content in your test?
Sir in bentonite to determine LL how much water taken for mixing
Nearly 100 %
Sir container jo liye hai usme pura wet soil ka sample lena hai ya nhi
Aapne pura to nhi liya hai sir kch bacha bhi rah ja rha h boul me
For moisture content 3-5 gram sample is sufficient
Sir plz share Reverse calculation of atterbergs limit test and CBR test report.
Will try
Sir, whole test ko sirf ekki sample chahiye... Ya har bar sieve karkar sample lena padata he?????.....
Your main motto should be how to get blows between 15 and 35 (One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
@@HIGHWAYGUIDE thank you so much sir
As per IS 2720 Part 5 , The specimens shall be of such consistency that the number of drops required to ~close the groove shall be not less than 15 or more than 35 and the points on the flow curve are evenly distributed in this range. The test should proceed from the drier ( more drops ) to the wetter ( less drops ) condition of the soil. The test may also be conducted from the wetter to the drier condition provided drying is achieved by kneading the wet soil and not by adding.
Tq
Plz make a video of liquid limit test by cone penetration method
OK
Yah process ham teen bar karte Hai to teeno bar 120 120 gram sample lete Hai ya FIR usi sample se bar bar test karte Hain
our main motto should be how to get blows between 15 and 35 (One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
What is the amount of water added to the sand
Our main motto should be how to get the blows between 15 and 35 . No matter how much water has been added.
What is water percentage for different samples...
See the whole video & last part for calculation of water content.
The specimens shall be of such consistency that the number of drops required to close the groove shall be not less than 15 or more than 35 and the points on the flow curve are evenly distributed in this range. The test should proceed from the drier ( more drops ) to the wetter ( less drops ) condition of the soil. The test may also be conducted from the wetter to the drier condition provided drying is achieved by kneading the wet soil and not by adding.
Sir, Paste ko banane k liye har bar 120gm sample 425microm sieve se pass krwana hoga
Yes
sir ek video cone penetrometer method se kese krte ha GSB or WMm Ke lie sir
Sir har bar 120 gm sample weight krte hai different 2 water milakr
Your main motto should be how to get blows between 15 and 35(One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
Sir apne jab pl ke dubara sample liya tha tu usme bhi water increase kara tha kiya
Yes..
our main motto should be how to get blows between 15 and 35(One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
120 gm soil me pura liquid limit ka test hoga na sir. Bas pani thoda thoda milana he
Yes
Your main motto should be how to get blows between 15 and 35(One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
As per IS 2720 Part 5 , "The specimens shall be of such consistency that the number of drops required to close the groove shall be not less than 15 or more than 35 and the points on the flow curve are evenly distributed in this range. The test should proceed from the drier ( more drops ) to the wetter ( less drops ) condition of the soil. The test may also be conducted from the wetter to the drier condition provided drying is achieved by kneading the wet soil and not by adding."
Take minimum 4 readings
Sir isme... Kya koi specific percentage h pani ko milane k liye..
NO
how much volume of water to be add ?
Your main motto should be how to get blows between 15 and 35(One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
How much percentage of water needed for every trail
Your main motto should be how to get blows between 15 and 35(One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
Sir ji plasti index 12.38 kaise aya?
Kuch calculation hain kya uska??
PI= LL- PL
@@HIGHWAYGUIDE thank you sir
Sir oven me kitne der rakhenge aur oven ka temperature kitna hoga
24 hours at 110 degree centigrade
Sir less than 25 blows AND WHY differentiate LL
Unable to understand ?
Sir liquid limit ke liye 25 blows kyun liya jata hey????
It is codal requirements.
Standard hn
Bar bar pani mela na paraga kya
Sir Ye 6,7,8 aur niche ki ridding kaise aye
Please reply
6 , 7 & 8 are not reading .It is calculation.
Sir calculation to find out krni to sikha dete
Do calculation yourself by seeing my video with interest.
all Formulas are written there in front of 6,7 and 8!
Sir GSB ka LL& PI ka video banaiye
Same procedure
Blows kitne se kitna limit hona chaheye
our main motto should be how to get blows between 15 and 35(One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
Sir... Liquid limit 33.5 kese aai Plz tell me
See last part of the video in which graph is given.
www.highwayguide.co.in/determination-of-liquid-limit-plastic-limit/
Gsa test thoda btaiye sir
OK will try
sir kitna % lena ha ye kese pata chle ga
our main motto should be how to get blows between 15 and 35 (One reading near about 15 and another near about 35) so that you can calculate 25 blows from the help of graph.There are 2 ways to perform the test one way do all test with one sample or take fresh 120 gram sample on every time with varies moisture content.
The main question is how much water to be mixed , suppose mixed 10 % water and blows is coming 35 then mix more water to get 30 . Repeat this process until you got blows neat about between 15 to 35 blows.
Choice is yours either perform with the same sample or take every time fresh sample.
2blow/second
Is sheet ka soft copy mil sakata hai kya sir
It is my old video , I have no excel sheet
Sir aap ka liquid limit 33.50 mere 33.76 aa raha H
Good take it 33.76%
plastic limit and liquid limit in soil why do analysis.
Unable to understand ?
Calculation of clear nhi kiye sir ji
www.highwayguide.co.in/determination-of-liquid-limit-plastic-limit/
Wiese sir humra p.l.
P.i.
Aur L.L
Ka standard valu kya hona chahiye
Please see my soil classification series.
Bhai 0.075 mm ki seives se chano tb fine grained soil ka test perform hota h
All over world 425 micron sieve is used for making sample .
You are referring from which code ? Please tell .