V. Fioravante et R. Capoferri, AUTOMATIC VOLUME MEASURING DEVICE FOR TESTING DRY SOILS - MARTINA, ASTM geotechnical testing journal, 20(4), 1997, pp. 423-432
A new automatic measuring device for testing dry granular soils in lab
oratory is presented. The device enables direct measure of volume chan
ges of dry specimens by measuring gas that comes out or in during test
ing due to soil deformability. As the soil deforms, voids (which are s
upposed to be hydraulically connected to each other) change their volu
me; if they are part of a closed hydraulic circuit (any leakage is avo
ided) and gas pressure is kept constant by adjusting the total volume
of such circuit, the amount of gas through soil voids is transferred t
o the measuring device, which varies its volume. The apparatus is desc
ribed in detail as to its working principle. A strong effort was made
to assess errors and to calibrate such apparatus as well as to evaluat
e its precision when used for triaxial testing. Finally, to validate i
ts behavior, the most significant results obtained comparing dry versu
s saturated granular soil triaxial tests are here presented.