Thank you for the video, it was very useful to a brazilian civil engineering in formation, at UFPR (Universidade Federal do Paraná). Waiting more contents!
Little correction As per the ASTM standard, the contact length should be 13mm (0.5 in) ASTM Designation: D4318 − 17: Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, page 9 12.4 Lift and drop the cup by turning the crank at a rate of 1.9 to 2.1 drops per second until the two halves of the soil pat come in contact at the bottom of the groove along a distance of 13 mm (1⁄2 in.). See Fig. 7 and Fig. 8. The base of the machine shall not be held with the hand, or hands, while the crank is turned. NOTE 10-Use of a scale is recommended to verify that the groove has closed 13 mm (1⁄2 in.).
Thank you Sir for your valuable and crystal clear explanation using innovative and interesting animation. It is really great... 👏😄👏 KEEP UP THE GOOD WORK !!!🍰🥧👍
hello, can you help me to solve this question ? liquid limit can be determined using the ASTM method by plotting the moisture content versus the corresponding number of blows on semilogarithmic graph. Liquid limit can be also determined by the fall cone test by plotting the moisture content versus the corresponding cone penetration on semilogarithmic graph. How do these two relationships look like? And why? Thank you.
Sir which is correct ● When a groave of 2mm is filled with 25 no of blows , then that water content is called liquid limit . OR ● When a groave of 12mm is filled with 25 no of blows , then that water content is called liquid limit .
. If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber,thenA.the liquid limit of soil always increasesB.the liquid limit of soil always decreasesC.the liquid limit of soil may increaseD.the liquid limit of soil may decrease ANY ONE CAN PLEASE EXPLAIN THIS??
Liquid limit means that particular water content when 13mm (0.5 inch) meet under exact 25 blows. Now when standard hard rubber used: water content is X% & meet 13 mm & blow = 25. Now softer rubber used: Meet should be 13 mm & blow is also 25, to do that flowability of the soil must be increased as rubber base is softer, so liquid limit will be more than X%. We can say under 25 blow, to meet 13 mm using softer rubber base more thin sample is required. So Option A is correct.
Assalamo alaikum! I have two questions regarding this vedio can any body help me? #1: why we use No 40 sieve not any other? If answer is to get finer fraction then why not No 200 sieve is used? #2 why 25 No of blows is fixed to get the liquid limit value from semilograthmic graph?
Thats a good question, did you get a answer? i was thinking that was his experimental method example. I think you can use any sieve but the finer the easier to close the soil. I think you can as much blows as needed but it needs to be consistent in each test.
As example 13 mm meet by 5 blow - means more water in the sample - thin sample - less shear strength. 13 mm meet by 50 blows - means less water in the sample - thick sample - more shear strength. 3 points 1. How much distance meet 2. Water content 3. No of blow To establish relationships between any two, take the 3rd one as constant.
This channel is gold. deserves much recognition
I just got recognition from you.
Thank you.
Diamond 💎
The way you explaining the concept with the diagram is very nice . Your way you explaining any concept is unique
Best video on internet on this topic ❤
Thank you for the video, it was very useful to a brazilian civil engineering in formation, at UFPR (Universidade Federal do Paraná). Waiting more contents!
make more and more videos my exams r coming u r my only hope
College kyu jata h phir
Little correction
As per the ASTM standard, the contact length should be 13mm (0.5 in)
ASTM Designation: D4318 − 17: Standard Test Methods for
Liquid Limit, Plastic Limit, and Plasticity Index of Soils, page 9
12.4 Lift and drop the cup by turning the crank at a rate of
1.9 to 2.1 drops per second until the two halves of the soil pat come in contact at the bottom of the groove along a distance of 13 mm (1⁄2 in.). See Fig. 7 and Fig. 8. The base of the machine shall not be held with the hand, or hands, while the crank is turned.
NOTE 10-Use of a scale is recommended to verify that the groove has
closed 13 mm (1⁄2 in.).
Very nice explation with animation in each procedure step
Thank you Sir for your valuable and crystal clear explanation using innovative and interesting animation. It is really great... 👏😄👏 KEEP UP THE GOOD WORK !!!🍰🥧👍
💯👍
No words to say,thank you sir 🙏🙏🙏
Super video. Great animation. Clear explanation. Well done!
Thank you sir ! Your video helped me lot to understand that properties of fine grained soil !!
What a conceptual animation prepared for all students thanks Sir... great methodology and working MWA LATIF
Your videos are so knowledgeable and amazing!!!! Please make more videos related to engineering
Very well done video. Very much appreciated.
Your content is much more better than others . keep posting the videos , they are very helpful 👍
Che kati rozan boi
hello, can you help me to solve this question ?
liquid limit can be determined using the ASTM method by plotting the moisture content versus the corresponding number of blows on semilogarithmic graph. Liquid limit can be also determined by the fall cone test by plotting the moisture content versus the corresponding cone penetration on semilogarithmic graph. How do these two relationships look like? And why?
Thank you.
did you find a answer? im curious about the relationship
No words.. Super explanation.. 👍
U are doing great work sir
Much appreciated
Best channel... Please make more videos on civil
thank you sir for your kind efforts!!👏👏
thank u so much it's so helpful for my exams
Hello.Mr.could you explain what's mean of the 12mm on the apparatus that you drawing？
Is it flat flow curve has relatively more shear strength compared to steep flow curve?
thank you so much....just amazing video🥳🙏
amazing explanation with great animations.
This was awesome!
Nice way to explain the things 👍
Sir please upload foundation engg also ..your animation is superrr..more video from soil
Really very good work, very informative and sequencial
Best Lecture 👍
Useful
Most useful to me.
आप बहुत अछा काम कर रहे है
मैं आपसे प्रार्थना करुगा के और सारे वीडियोस अपलोड कर
थैंक्स
Which software you are using for this
Very good educational video.thanks for educating engineers.
What if I add 18 mL water and when I use casa grande, for 50 blow the soil doesnt meet in the middle
Very good description sir...
Sir g waiting for your videos
Your have amazing skill to define
Amazing animation superrrb ❤❤❤❤
Thank You Sir
Thank you
wow. this is superb video👍👍
Best class
Thank you, sir, for such an informative video.
Best explained
Sir,What happens to Liquid limit when clay +lime is taken?
Bro you are awesome😍🖤🖤
thanks for efforts sir 🙏
Thank you ❤
OHH BHAII op 🔥🔥🔥🔥🔥 acha Montage h 🔥🔥🔥
It's amazing Sir , ❤️❤️
Really helpful ❤
Good job 👍
Your are doing a great job
Amazing channel♥️
Very nice video..
Thanks a lot
excellent Video sir
generally how much percentage of water content for 25 blows
Best channel!
Bahut acha sikha rahe hai app😊😊😊😊😊😊
Informative 👍
Upload more please.
It made me clear.
very helpful
Good exaplanation
Thanks for the information sir
Thank you!
Sir which is correct
● When a groave of 2mm is filled with 25 no of blows , then that water content is called liquid limit .
OR
● When a groave of 12mm is filled with 25 no of blows , then that water content is called liquid limit .
First one
The best representation 👍👍👍👍
Thnk you sir im from Malaysia
Awesome 👌🏼👌🏼
U should upload video on short interval to engage audience
Why plotted in log scale???
lovely video!!! how did you do this animation?? I need to do something similar for a presentation!
. If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber,thenA.the liquid limit of soil always increasesB.the liquid limit of soil always decreasesC.the liquid limit of soil may increaseD.the liquid limit of soil may decrease
ANY ONE CAN PLEASE EXPLAIN THIS??
Liquid limit means that particular water content when 13mm (0.5 inch) meet under exact 25 blows.
Now when standard hard rubber used:
water content is X% & meet 13 mm & blow = 25.
Now softer rubber used:
Meet should be 13 mm & blow is also 25,
to do that flowability of the soil must be increased as rubber base is softer, so liquid limit will be more than X%.
We can say under 25 blow, to meet 13 mm using softer rubber base more thin sample is required.
So
Option A is correct.
Nice video
Thanks for vid.
Please upload more videos sir... 🙏🙏🙏🙏🙏
Assalamo alaikum!
I have two questions regarding this vedio can any body help me?
#1: why we use No 40 sieve not any other? If answer is to get finer fraction then why not No 200 sieve is used?
#2 why 25 No of blows is fixed to get the liquid limit value from semilograthmic graph?
Thats a good question, did you get a answer? i was thinking that was his experimental method example. I think you can use any sieve but the finer the easier to close the soil. I think you can as much blows as needed but it needs to be consistent in each test.
Sir how water content is high at less no of blows
As example
13 mm meet by 5 blow - means more water in the sample - thin sample - less shear strength.
13 mm meet by 50 blows - means less water in the sample - thick sample - more shear strength.
3 points
1. How much distance meet
2. Water content
3. No of blow
To establish relationships between any two, take the 3rd one as constant.
Thanks sir
BAWASEER 🔥🔥
Shoutout sayo❤️
Please upload more video
Love you sir thank you
Bro please upload more videos
Mast sir
The flat tool this's a astm tool ,
not curved tool.
Please verfiy that .
I learned that the curved is called the Casagrande tool
Liquid limit less than 50 % a range 15 to 35 drops
Calculations to bta do sir
Jaipur, vaishali nagar
masha allah
Universe
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It's like watching someone explain pseudoscience except people actually do this...
Rajasthan
Koya