Thank you so very much sir. This video has helped me a lot

@SatishIITR

11 ай бұрын

Really happy to learn that it was helpful. Keep watching. There is English version also of this video.

Thank you so much sir, for sharing the valuable concepts

@SatishIITR

Жыл бұрын

Thanks, Keep watching

Thank you Sir

@SatishIITR

2 ай бұрын

Most welcome. Keep watching

Thank you sir... Helpful information

@SatishIITR

5 ай бұрын

Keep watching

Very nice good explanation

@SatishIITR

Жыл бұрын

Thanks Akash. Share the link with your friends also

First of All, Thank you sir...!!! Sir, pls keep making PDA videos in hindi, thank you so much for Videos, from bottom of my heart

@SatishIITR

Жыл бұрын

Thanks Akshay, Another video in Hindi uploaded yesterday on Design of Flexible pavements for low volume roads. Watch and write your comments.

Thanks sir

@SatishIITR

Жыл бұрын

welcome, keep watching

Thanks sir 🙏super

@SatishIITR

10 ай бұрын

So nice of you

Good evening 'useful U tube.please give a knowledge of Roughness Index of Rigid pavement.

@SatishIITR

Жыл бұрын

Will try, thanks for watching

Sir what do we do for Greenfield Alignment? How to decide pqc thickness.

@SatishIITR

Жыл бұрын

Design procedure remains the same. The axle load data will be taken on a similar type of highway.

And thanku sir make share video in hindi🙏🙏

@SatishIITR

10 ай бұрын

Thanks, keep watching

@deepakgoswami5149

10 ай бұрын

Ok sir🙏🙏

Sir,What should be the temperature differential value for tripura/mijoram?

@SatishIITR

Жыл бұрын

For all hilly regions the values of Temperature Differential are to be taken from the first row of table 1 of the IRC 58.

Thank you sir.If you have time you can talk about refusal density

@SatishIITR

Жыл бұрын

OK, noted

If we have to design rigid pavement over damaged flexible pavement surface do we have to take DLC below PQC

@SatishIITR

Жыл бұрын

That is a totally different concept. See my video of white toping kzread.info/dash/bejne/lpNszqx7Xa7MnZs.html Rigid pavement slab requires a uniform and firm support and damaged pavement cannot provide the same.

@neenamnnit

Жыл бұрын

​@@SatishIITR sir, if the damaged flexible pavement has black top finished..den after levelling the crust with gsb and then doing dlc and den PQC...will it not work this way??

Thank you, sir, for this video, I am pointing out one error in the example of computation of two-way commercial vehicles during the design period , the expression shown by guideline and your video both miss the (-1) in the numerator. Please sir check it and clarify. and sir Please upload the excel sheet and link for us. Again thank you for putting a lot of effort into us.

@SatishIITR

Жыл бұрын

Yes, you are correct. I checked it agian, there should have been (-1) in the numerator. But the calculation is made with (-1) only and therefore, the value of C is correct. Thanks for pointing it out.

Respected sir, can you please make video on SFRC Pavement as per SP 46:2013? In SFRC Pavement, are the curves required to find flexural stress different or is it as per IRC58:2015?

@SatishIITR

Жыл бұрын

will go through this code and prepare the video. Thanks

@jayrajmarketing3661

Жыл бұрын

@@SatishIITR Thank you sir

Sir Good afternoon It is told in IRC 58 2015 that the average number of axle per 2.36. But the one I sent you has 2.65. why is it so

@SatishIITR

11 ай бұрын

The average number of axles per CV will depend on the traffic composition. I mean the propostions of trucks with 2 axles, 3 axle, 4 axles and so on. Higher is the number (or proportion) of the trucks with more number of axles (3 axles and more) greater will be this value. It is not fixed rather it is to be calculated from axle survey data.

Sir can you make a video on how to perform tests on pavement for its quality check....so that a common citizen of our country can understand in a better way....

@SatishIITR

Жыл бұрын

A common man will only be able to assess the physical condition of the road that is visible to the eyes. I uploaded one video on determination of field density and air voids in bituminous layers. Will try for other layers also.

Sir very nice explanation can you please provide the slides and Excel sheet it will be helpful for my presentation life me first time itna aacha se degign samjaya h koi ❤

@SatishIITR

Жыл бұрын

You can download it from this link docs.google.com/spreadsheets/d/1_OWE91cPj1toV-nHnH7DEw4fmF9tBnuo/edit?usp=share_link&ouid=104340323223105810378&rtpof=true&sd=true

Sir Any design of reinforce siol Retaining Wall

@SatishIITR

25 күн бұрын

No, I have not uploaded any videos on this topic

Thank you so much sir. Also sir can you please provide video on IRC 117:2015 : Evaluation of rigid pavement by FWD.

@SatishIITR

Жыл бұрын

Evaluation of Flexible Pavement by FWD is already uploaded. Watch it here: kzread.info/dash/bejne/q4GY0puBZZqsh9I.html I have not made video on IRC 117. will do soon.

@leenabadgujar5870

Жыл бұрын

@@SatishIITR thank you sir. Not even 1 video is available on KZread regarding 117.

Sir please make a vedio on hilly roads

@SatishIITR

6 ай бұрын

What aspect of hill roads u want to have here?

I want to down load IIT Rigid Pavement software, where I can get sir. please guide me.

@SatishIITR

11 ай бұрын

download from here docs.google.com/spreadsheets/d/1_OWE91cPj1toV-nHnH7DEw4fmF9tBnuo/edit?usp=drive_link&ouid=104340323223105810378&rtpof=true&sd=true

Sir please make video on IRC 73 2020

@SatishIITR

Жыл бұрын

The new version of IRC 73 is coming this year. Will make vide after its release. Thanks

Sir, Good Morning I didn't understand. Please tell me through example

@SatishIITR

11 ай бұрын

It is the total number of axles divided by the total number of CV. For example there are 100 commercial vehiclea and out of it 60 are two axle trucks, 30 are 3-axle trucks and 10 are 5-axle trucks. Now total number of axles are 60x2 + 30 x 3 + 10x5 = 260 axles. The average number of axles is 260/100 = 2.60 Hope it is clear now.

Sir Pl make topic on utwt

@SatishIITR

Жыл бұрын

It is already uploaded. Please watch. kzread.info/dash/bejne/lpNszqx7Xa7MnZs.html

Sir ,what do u mean commercial vehicle, explain

@SatishIITR

10 ай бұрын

Any vehicle with laden weight of 3 ton or more. The definition is given in IRC 37 also

@deepakgoswami5149

10 ай бұрын

Ok sir

where is the excel file link can u please share

@SatishIITR

Ай бұрын

link is given in the description box

@ankushkumar6809

Ай бұрын

@@SatishIITR i am unable to find can u send here or upload in description again, in description only youtube link is there

@SatishIITR

Ай бұрын

@@ankushkumar6809 docs.google.com/spreadsheets/d/1_OWE91cPj1toV-nHnH7DEw4fmF9tBnuo/edit?usp=drive_link&ouid=104340323223105810378&rtpof=true&sd=true

Very very good lecture sir...!! Tqqq sir...!! How to contact to you ???? I am from Hyderabad....!!!!....

@SatishIITR

7 ай бұрын

Thanks, keep watching.

Thanks sir. Can u share excel sheet sir

@SatishIITR

10 ай бұрын

Will upload soon

sir ji aap ke kitab likhiye, jisme rigid and flexible pavement analysis and design rahe. Jo freshers ko madat milega. I am Bengali from West Bengal

@SatishIITR

Жыл бұрын

Hahaha, Writing a book is not an easy task, my dear. It requires lot of time and effort. I have so far written 3 books and two manuals (latest is on Testing of Highway Materials, coming out soon). Thanks

@divakarchodana

Жыл бұрын

@@SatishIITR sir ,may I get that PPT & Excel sheet of your lecture design of rigid pavement for low volume traffic,IRC SP 62...it will be very helpful for me.. thanking you

@SatishIITR

Жыл бұрын

@@divakarchodana I received your email also. will reply you soon.

Thanks you very much sir...sir i am calculating stress in pavement with the help of FEM tool as a M.tech dissertation.Can you suggest something to be included in my work or can you please drop you mail-id.

@SatishIITR

Жыл бұрын

I cannot suggest anything, You simply need to take all parameters in to consideration. I do not have much idea of FEM

iska file link kha milega

@SatishIITR

Ай бұрын

On my drive

@ankushkumar6809

Ай бұрын

Drive ​link nhi h description me @@SatishIITR