Engineering property of Rock mass
Engineering property of Rock mass
(OP)
Rock type of our site is TUFF and Andersite ...
But It is partially highlyh to completely weathered.
We thought that engineering behaviour will dominated by these weathered parts..
We did pressuremeter test on fresh zone.,.
We tryed to conduct it on weathered zone..but it is failed.
Is there anybody who knows about coefficient to decrese it's value ?
Help me...
But It is partially highlyh to completely weathered.
We thought that engineering behaviour will dominated by these weathered parts..
We did pressuremeter test on fresh zone.,.
We tryed to conduct it on weathered zone..but it is failed.
Is there anybody who knows about coefficient to decrese it's value ?
Help me...





RE: Engineering property of Rock mass
RE: Engineering property of Rock mass
We are trying to install anchroage for suspension bridge.
RE: Engineering property of Rock mass
Is anchorage in tension or compression? Have you drill out to define weatherng depth?