Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Concrete Slump

[Subject Prev][Subject Next][Thread Prev][Thread Next]
It is my understanding that high concrete slumps would result to excessive cracks.  Anyone knows what is the best slump value for a highrise building (say 50-storey building)?
Many thanks.

Never miss an email again!
Yahoo! Toolbar
alerts you the instant new Mail arrives. Check it out.