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Dear sir please make a video direct shear test for all conditions in hindi

Is there any website to view ROW of any road

kindly share with me excel sir, i have requested access

thanjs sir

Please accept the request for accessing the google sheet @SatishIITR

Thank you sir. Your video is very helpful. Please share the link of excel sheet.

Very clear explanation sir, Thank you very much sir

Good morning may you please send me the English version

sir pdf file

thank u much sir for great explaination and step by step all thing to do crystal clear✌

Well explained appreciated sir..

Nice content sir.....Tqqq so much....

Thank you sir

MSA AXLE LOAD के अकॉर्डिंग क्रस्ट डिजाइन कैसे करें ❤

Sir please explain MSA AXLE LOAD MSA 01 2.3.4.5.6.7.8.9.10 कैसे ट्रैफिक पर यूज करते है

Sir please आप अपने videos को हिंदी मे करे जिससे हिंदी मीडियम की स्टूडेंट या एंप्लाई भी समझ सके धन्यवाद

Sir hindi videos nahi he kya

Sir, Can you please explain to me how the weight of S.No. 8 and 9 will be calculated ? (S.No.8) is 2+4 = 6+10.2=16.2 & 4+4+4 = 10.2+19 = 29.2 (Total is 45400) (S.No.9) is 2+4+4= 6+19=25 & 4+4 = 19 = 44 (Total is 44000) Sir, Please Explain

golden words of 40yrs experience around the students.❤

good morning sir ......Could you suggest Basic book for Tunnelling Engg SIR ... TOPICS ::::::: Alignmnent , Methods of Construction , Disposal of Muck , Drainage , Lighting and Ventilation ... sir but in ESE every yr used to ask max 2 bits sir.... Suddenly ESE 2024 they asked 6 bits ( 12 marks )..... unable to answer sir .... please suggest sir ......Tqqqq sir

very nice information sir .....its very very useful for ESE SIR ....TQQQ SO MUCH SIR

Sir, In the design of flexible pavement as per IRC 37 . If the thickness of DBM is 100 mm and is laid in two layers of 50 mm each. Then my question is that whether the Design of DBM 1st layer is of grade -1 and design of DBM 2nd layer is of grade - 2 OR Both the layer is designed as DBM grading - 2 as per thickness basis Please Guide me , Sir

Sir gate 2025 k liye question kraye please

Sir gate ko dhyan me rkhkar numerical kraye please

Thanks sir, Your online videos remind me the good old days of IIT roorkee class room.

Thanks sir very helpful video😊

Happy to see u in the vidio sir nice explanation thank u sir

❤

Thank you so much sir.. Denis Jangeed Assistant professor Geetanjali Institute of technical studies Udaipur Rajasthan

A very nice information sir .....tqqqqq from my heart

thankyou Sir for this Video.

Thanks for a beautiful video. Very helpful

sir can i get excel sheet please ?

Very valuable information sir.....!!!..Tqq you from my heart.....

Very very very nice content sir....!! Tqqq from my heart ❤️

Thank you sir.Dr. Fazli, PAK

A very good information....Tqqq sir

A very good information sir.....!! Tqqq so much for your fabulous teaching......

Good information sir... tqq... Waiting for some more videos....

Sir please make a video for concrete mix design

Please continue Rigid payment stress part 2 Sir... Request sir.... Tqqq from my heart Giving very good content..... Tqqq sir

Very good content ....Tqqq from my heart....Tqqqqq sir.....

You made it easy for me to read IRC 82. Thanks.

Excellent 👍

Hello ! Sir, I may be wrong, but when we divide the ratio, we divide it by 15, 1+14=15, then 2512/15, then 167 kg, Now 167 kg is for 1 Part, then (167×14=2338 Kg) Cement = 167 Kg Aggregate = 2345 Kg Total dry mixture = 2512 Kg

Sir road safety pe bhi video bna diye Ircsp 88, Irc-67,35,109,etc all road safety report ka bna dijeye video

wow

THANK YOU SO MUCH FOR EXPLAINING DESIGN OF VERTICAL CURVE AS PER IRS STANDARDS.

Sir if I have the Calculated MSA, CBR and width of Road available, then the design of Rigid Pavement is Possible by any method?

Thankyou Sir for give the important information ❤