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this is amazing work! I have my exam tomorrow and your videos on flexible and rigid design completely cleared up all confusions I had.

have any is code for aastho

Great explanation. Thank you 🙏🏾

Thankyou very much. It solved all of my doubts. Very Helpful Explanation. 😊

thank you somuch sir. for given an opportunity to learn more

Thanks so much Dr

Please explain with measurements

This is just reading of Ashto PDF file

Nice explanation😊

hi i have a question..I have a soil, It is a MH soil i did Double Hydrometer, Pinhole and crumb test and got intermediate dispersity but i did chemical analysis too and i got low PS around 1.5 - 2.0 % but it is clasified as a saline soil with 8.42 electric conductivity. Could I classify this soil as dispersive with those chemical results?

When tandem axles is given what value of Ni i would take

Thanks. I have a question. It is necessary keep the sample in ignition over night? It could be less time?

how is CBR number related to Texas Triaxial classification of granular material

ur voice resembles with one of the bollywood actor i cannt remember his name alas!!!!!!!!

Please explain me about calculation of ESAL with gross axle load table.

Greeting you Sir Here one question to me you known the value of SN4 through 9000ib/in² but you put or consider as SN1 in calculation or in Geometry I think we should take the value of resiliance modulus 450000ib/in² to get SN1 for Asphal concrete or wear course please correct me..?

Please make it clear. Camera 📷

thank you very much sir

Explain the turn in curve sir

Brilliantly explained Sir 👌 crystal clear explanation 👌👌👌... Thanks for educating the world 🙏💐🙏

Do you have any contact detail to discuss the case

pan puk rahe kya?

How Can we relate the swelling characteristic and consolidation characteristic by using Oedometer test

Good one #cleared confusion ##

Thank you sir🙏🏻

Nice Explanation 👌🏻

👍

Thanks sir.

P.S. Could you add a little about yourself under the "About" section of your profile ?

Wow ! You took the words out of my mouth ! EXCELLENT! 1) Figures 4.15 and 4.16: How does the moisture content you reported compare to the Optimum Moisture Content (OMC) of the compacted soil ? Which compactive effort was used ? 2) The chart for "Favorable Compaction Zone for Swelling Soils in Field" shows moisture above optimum as the start to minimizing swelling. Should the favorable compaction zone actually start at OMC +2% moisture ? or 5% ? 3) The "Criteria for Classification of Expansive Soils" slide: Is there a source for this ?

Thank you very much....you have my utmost respect

Good work 👍👍

Sir pl explain track measurements after derailment

Nice explain

thank you sir from Namibia

Thanks Imtiaz Sir, One question sir ji, Does Equivalent Axle Load Factor (EALF) is same as Truck Factor?

Best to study points and crossing clearly explained

Assalamu alaikum

Amazing thanku sir my dought was clear 🙏🙏👍👍

Excellent presentation.

Thank you so much for the explanation its really helpful.

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👍👍

Thank u from iraq

Great sir ♥️♥️♥️

Great Sir Good Explanation

Play it in 1.25x speed and thank me later

Thank you doctor , from Iraq

Can you give the references of tables which you mentioned in lectures? This will helpful for me.

Watch at 1.5× speed. Thank me later