ABSTRACT
In the i n v e s t i g a t i o n both very s t i f f no-slump concrete and high workable concrete are examined.
These models and methods are done f o r the p r a c t i c a l c o n c r e t i n g purposes and can be used i n p r a c t i s e f o r instance i n o p t i m i s i n g the compositions of concrete i n a known compaction process or t o optimise the compaction proses f o r known concrete. These methods can a l s o be used i n the planning of new machinery f o r concrete i n d u s t r y .
