I am explaining the subject with examples wherever it is required and possible. Here in this video There cannot be any example, I suppose. Do you have anyting in your mind??
The soil at a depth of 6 m does not really matter. You need to comact this layer at MDD and then top 500 mm (which is the subgrade layer) must of of good quailty with CBR more than 8 percent.
Sir as morth cl 2404.2 for High embankment avg shear stress compressibility of clay strata shell be assertain. Does the clay affect slope stability under sever wheather conditions
Section 400 and 500 are very long covering different types of mixes. Taking one by one, GSB, DBM, SMA, CTSB, Thin surfacings (PMC, SD, Microsurafcing, seal coat surfacing) already covered and uploaded. Keep watching
It's so lovely that you do those great lectures in English. Thank you Sir.
Many thanks for your appreciation, Please forward the link to your connections also for dissemination
What are the things I need to do if the required degree of compaction is not achieved at the site?
You have to do it again. Take out the layer and recompact. No other way. Lack of compaction can lead to several problems later.
Informative video! 👍
Thanks! 👍
Hello sir,
Please make a video on pavement design with geogrid, LCR and MIF method as per IRC SP 59.
Thanks for the suggestion, Will try
Also on GSB and base
The viseo on GSB is already uploaded long back, watch it.
Pls make a video about Cement treated base design and construction sir
It is already uploded long back. watch it
Sir can you continue the videos with examples ?
I am explaining the subject with examples wherever it is required and possible. Here in this video There cannot be any example, I suppose. Do you have anyting in your mind??
Sir what to do when there is black cotton soil at base and height of embankment more than 6 MTR
In top 500mm use non plastic sand gravel etc
The soil at a depth of 6 m does not really matter. You need to comact this layer at MDD and then top 500 mm (which is the subgrade layer) must of of good quailty with CBR more than 8 percent.
@@SatishIITR thanks
Sir as morth cl 2404.2 for High embankment avg shear stress compressibility of clay strata shell be assertain.
Does the clay affect slope stability under sever wheather conditions
Also refer to morth 2403.2 for High embankment
Sir can you explain in brief of MORTH specifications (2013) section 400 and 500.
Please do the needful Sir 🙏
Section 400 and 500 are very long covering different types of mixes. Taking one by one, GSB, DBM, SMA, CTSB, Thin surfacings (PMC, SD, Microsurafcing, seal coat surfacing) already covered and uploaded. Keep watching
@@SatishIITR Ok Sir thanks 🙏