This article presents the experimental program and first results of sh
ock-tube tests on concrete slabs. It follows the description of the te
st in Toutlemonde, F., Boulay, C. and Gourraud, C., 'Shock-tube tests
of concrete slabs', Mater. Struct. 26 (1993) 38-42. The plan of experi
ments carried out in 1991-1992 was performed to get better control of
the shock (blast, impact, impulsive loading) resistance of concrete st
ructures. Some conclusions are drawn concerning the role of free water
(i.e., evaporable, or non-chemically bonded) in the pores of concrete
, which can explain the loading rate effects that have been observed.