Видео

Namaste

Sure will try to

So nice of you. Thank you

Okay thanks

You are welcome

You are welcome

Ok. Thank you for your suggestions. But the idea was to give everyone a glimpse of all factors related to Scour in one go.

Waise iske baad ke videos mein logon ke suggestions par kaafi change aur improve kara hai. Aage ke videos dekh ke bataiyegaa

Will definitely wait for your feedback

Okay thanks

Thank you for your compliments

Please ask all those who wish to learn this subject to watch my videos and subscribe to my channel

Kindly elaborate your question

@@GeotechnicalAnuragKapoor79 kindly tell me minimum bore holes required for FOB CONSTRUCTION?

Thanks and welcome. Keep watching

Thanks

Thanks Sorna Raj Ji

Get me few good subscriber additions who wish to learn Geotechnical Engineering

Dear Mr Malik Rizwan Ji, The Bearing Capacity calculations were done as per Indian Standard codes. The replaced soil was granular soil and the same has been mentioned in the video with cohesion as zero and angle of internal friction as 29 degree. As the 1.50 m thick layer was compacted in 5 layers the density achieved was quite good having in turn reduced void ratio which resulted in enhanced Bearing Capacity. Hope you would have got my point. At the same time request you to go through all my videos and even share them with other Civil Engineers and Geotechnical Engineers.

The other reason of improvement was replacement of settlement producing cohesive soil with non settlement producing compacted non-cohesive granular soil, thus in turn reducing the effective settlement and therefore, increased Bearing Capacity

Thanks Vipin Prajapati Ji

Please share these videos with those who are interested in this field that is Geotechnical Engineering

It's my pleasure. Please let me gain a few good subscribers who watch all of my videos like you

It has to be worked based on relevant codal provisions

Thank you

You are most welcome

No, you can not without doing the tests or you should have it's classification, etc. with you or otherwise Standard Penetration Test Results with you to get those results based on vast experience. I will advise you to please share me your problem statement on my mail ids' anuragkapoor16@yahoo.co.in or anuragkapoor16@gmail.com

After that will discuss it further and suggest you the best way out

Cengrs had done the geotechnical investigation for the temple. Since sand is encountered to over 120 m depth, consolidation settlement is not expected to occur. All the settlement i essentially immediate.

Yes it gets disturbed but there is no other way given in the codes

You have to collect the samples this way only

Okay. Then suggest me. Give your opinion regarding the same

@@GeotechnicalAnuragKapoor79 nowdays we have to do Bridge scouring analyisis using HEC RAS software which HEC 18 manual for large scale Bridge projects

Thanks for liking. Keep watching my other videos too and share them with others interested in the field too

Yes definitely. Reinforced Soil Walls is in my list. But, these days am not able to find time for preparing Lectures

On Soil Nails I will make after the Reinforced Earth Soil Walls is made

Keep on reminding me for these

Yes, you are correct in your observation. That is why, as of now I am now giving Lectures in the form of Power Point Presentation

Thank you for your compliments as well

Please go through it again

Sure

Keep on motivating me like this

Dear Avijit Basak Ji, There is no such specific clause given till date in any code regarding this Regards, Anurag Kapoor

Okay for sure if ever I touch this topic

Ok

Ok

You are most welcome. Try to circulate these within your batchmates, Seniors and Juniors and amongst your known Civil Engineers

Ok

Ok

Ok

Thank you. This is the real one which I got executed at the Site myself

There is no known such correlation as far as I know. If you have come across any such literature please let me know

Thank you

Thank you

Yes sure, there are other ways also

Ok

Okay, thank you

Thanks and welcome. Keep watching

Thank you 🙏 Ji for your compliments

Ok noted for future but basically there is nothing much to describe in it as this is Codal language

Still let me know what do you want to clarify

Thank you for your compliments

You please consult me for your Case, if any, at anuragkapoor16@yahoo.co.in or anuragkapoor16@gmail.com

Thank you for your compliments

Thank you. I understand your feelings and readily accept you as my student

It's okay. Great to know that. You can talk to me to introduce yourself at my number

Sir please share your contact details