Construction of Embankment for roads as per MoRTH specifications 2013 and MoRD Specifications 2014 

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You have to do it again. Take out the layer and recompact. No other way. Lack of compaction can lead to several problems later.

Thanks! 👍

Thanks for the suggestion, Will try

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??

It is already uploded long back. watch it

The viseo on GSB is already uploaded long back, watch it.

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 🙏

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