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1- sir contactor ne rmc plant walo se milkar cube hi change kar diya h to ab structure ka core cutter test karwana h. To sir jab structure ka cube test huwa hi nahi h to cube strength ka 85% kaise compare karenge. 2- Aur sir core ka 75% strength kis vailue se compare karna h. Compressive strength se compare karna h ya eqvilant compressive strength se compare karna h. 3- Aur sir 1.25 ka factor bhi use karna hoga. Pls help sir....?????
Thank you for the video. Sir one doubt that for finding the Liquid limit to soil cement material which code we have to follow? Or is there anywhere written to follow IS 2720 part 5?