In A.P a diaphragm wall on the polavaram dam was eroded . I think they didn't use steel. Only Plain cement concrete was used. Now they are going to build a new one shortly. I have a doubt whether a diaphragm wall of 30 m depth and sand pressure retains without reinforcement.
I am a senior engineer and did many Piles for bridge works.
Thank you sir for your lecture. We are improving knowledge.
I am working on 0.8x2.8x60m diaphragm wall for storm water line in KSA. Thank you very much. I have learn lot from you. you have always remembered.
I have been enjoying these courses online, thank you very much for providing such a quality course online for free.
In A.P a diaphragm wall on the polavaram dam was eroded . I think they didn't use steel. Only Plain cement concrete was used.
Now they are going to build a new one shortly.
I have a doubt whether a diaphragm wall of 30 m depth and sand pressure retains without reinforcement.
Thank you so much sir. You explained really well.
How to read d wall design
thanku sir can i get your mail id