Preliminary studies having shown that it is possible to use the solid part of various asbestos tailings as concrete aggregates, a complete study of two tailings considered particularly suitable for this purpose was undertaken. The dust was first removed from the tailings, and these were submitted to the usual tests (absorption, sulfate soundness, etc.). The tailings were then used to make concretes that were later compared to concretes made with normal aggregates from the Quebec City area. These tests showed that the tailings could be used as aggregates, but that the quantity of cement paste required to obtain a given slump was much higher than that of normal mixes. The making of concrete with asbestos tailings as aggregates was thus found to be uneconomical. The concrete s made with the tailings were also found to be much more deform able than normal concretes. [Journal translation]