"Amassing" of fresh concrete?
"Amassing" of fresh concrete?
(OP)
Hello,
At which α angle we don't need "upper" formwork to avoid "amassing" of fresh concrete?

Thanx in advance
PS: Hope amassing is the proper word which describe the problem.
At which α angle we don't need "upper" formwork to avoid "amassing" of fresh concrete?

Thanx in advance
PS: Hope amassing is the proper word which describe the problem.






RE: "Amassing" of fresh concrete?
RE: "Amassing" of fresh concrete?
Speed of placement also has an effect. The slower you place the concrete, the less likely "amassing" will be.
RE: "Amassing" of fresh concrete?
Is there a spreadsheet table that describes relation between formwork angle-slump-type of formwork?