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The influence of strain rate and moisture content on the behaviour of a quartz sand was assessed using high-pressure quasi-static (10−3 s−1) and high-strain rate (103 s−1) experiments under uniaxial strain. Quasi-static compression to axial stresses of 800 MPa was carried out alongside split Hopkinson pressure bar (SHPB) experiments to 400 MPa, where in each case lateral deformation of the specimen...
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