The authors have proposed the following Eqs.(1) and (2) as the basic relations between the load
P and the displacement Δ
l on the slow compression packing and crushing of powdery layers in the mortar, and have proposed Eq (3) as the relation between the net work input to crushing
Arp and the crushing conditions, and then confirmed that these relations are in fairly good agreement with the corresponding experimental results.
(1)
P/F=α·∅(2)
(3)
where Δ
l is the displacement of powdery layers under the pressure P, Δ
l∞t hat in the case
P=∞, the apparent strain defined by Eq.(1),
F cross sectional area of mortar, α proportional coefficient,
V∞ true volume of particles composing the powdery layers, and ε
0 the porosity of powdery layers in the case
P=0.
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