Is it possible for fly ash-based geopolymers to stabilize soils? ZAV line may be below OMC charts. Please sir answer..
@SatishIITRАй бұрын
It should be possible. Proper lab study is required.
@VivekSingh-si1utАй бұрын
Could you provide insight into the practical conditions in which use of oversized material (>50mm/75mm) would not pose a problem.
@SatishIITRАй бұрын
Oversized aggregate in any layer will always create the problem of compaction and air voids.
@deepakgoswami5149Ай бұрын
sir borrow area me pit ki depth kitni honi chahiye as per irc/morth
@SatishIITRАй бұрын
Section 305.2.2.2 of MoRTH 2013 suggests a maximum depth of 1.5 m
@brahma6102Ай бұрын
Sir row se borrow area ki minimum distance kitna hona chahiye
@SatishIITRАй бұрын
5 m from the toe of the final section of the embankment
@jitendracivilian69623 күн бұрын
Embankment toe se kitne durime borrowpit khodna chahiye minimum distance kitna
@SatishIITR23 күн бұрын
Depends on height of the embankment
@kamleshgoyal9389Ай бұрын
Sir,how to calculate quantity of dowel bar in one cubic meter of concrete having slab thaickness 0.30 m ?
@SatishIITRАй бұрын
Number of dowel bars are decided based on slab size and the radius of relative stiffness. It is part of the pavement design. It is not calculated per cubic metres of concrete. Watch my video on dowel bars