#rigidpavements

[@sainiambika]

Crisp and effective … very well explained Sir . Even I could understand 😊🙏.

[@SatishIITR]

Thanks.

[@drpradeepkr]

Thankyou sir, for a series of very useful lectures with easily understoodable explanations , covering important aspects of transportation/highway engineering...

[@SatishIITR]

Thanks Dr. Pradeep. Keep watching and share with others.

[@dr.kayitharavinder6383]

Great lecture,
very much useful for Highway engineering and transportation professional s.

[@SatishIITR]

Many thanks

[@gaurangjoshi5976]

Nicely explained, Professor!!! Thanks 🙏

[@SatishIITR]

Thanks Prof. Joshi, I am glad you liked it. Your appreciation means a lot to me.

[@dineshganvir1399]

Very nicely explained in depth

[@SatishIITR]

Thanks, please share in your contact groups

[@youallandme5536]

Nicely prepared and explained

[@SatishIITR]

Thanks a lot

[@shreegovindabalram1614]

Very nice Sir 👌

[@SatishIITR]

Thanks, share the link with other also.

[@abhipangavhane1274]

Very good and useful lecture sir.
Please cover the design of rigid pavement in upcoming lectures

[@SatishIITR]

Ok. Thanks

[@PRADEEPKUMAR-ec5jq]

very informative lecture sir. Please make a video on designing of pavement base and sub base layers.

[@SatishIITR]

sure. Thanks

[@chiranjeevibapanapalli8119]

Thank you sir
Can we conduct plate load test on DLC layer?

[@SatishIITR]

Not suggested

[@mdmehebubalam9341]

Sir pothole & theire cause with treatment related ek video banaye please

[@SatishIITR]

Ok. Thanks

[@mdmehebubalam9341]

@@SatishIITR thank you sir

[@ravishankarkumar3669]

Great

[@SatishIITR]

Thanks. Please share with your friends also.

[@akshaykulkarni6493]

I am trying to design concrete pavement but confuse about sub grade value (k) DLC sub base is provided of thickness 100 mm what should be the value of effective k and how it should be calculated ??? Plz tell

[@SatishIITR]

Please watch my video on Design of Concrete pavements. I am sure all your doubts will be cleared

[@minaaa.9813]

Thank you po

[@SatishIITR]

Welcome 😊

[@r.srinivasakumar7686]

Sir, Please correct the Elastic modulus value of concrete as 30,000MPa in your Dowel Bar design Example.

[@SatishIITR]

Thanks for pointing it out. There is no method to correct it now in the video as I will have to delete the video first and then upload it again, But E value of concrete is not used anywhere in the calculations as the radius of relative stiffness (which depends on E) is also given in the data. I will certainly make this comment of correction in E value in the comment box for the veiwers. Thanks