ABSTRACT

Fig. 10.1 Sliding form work arrangement: 1 = jackrod; 2 = reinforcement deposit; 3 = jack; 4 = rod-cover; 5 = frame; 6 = cantilever stage; 7 = frame; 8 = rails; 9 = hanging stage; 10 = shuttering.

Fig. 10.2 FE modelling of interaction between bulk material and silo wall (Kunterding, 1991).