A case-study is presented of the tailings dam of Nairne Pyrites Pty. Ltd., at Brukunga, South Australia. The methods of-construction and operation of the dam are outlined over the whole working life of the mine. Procedures of soil mechanics used to estimate the stability 'of the face of the dam are described, and seepage problems are dis- cussed. It is concluded that the dam is basically stable, and enabled Nairne Pyrites Pty. Ltd. to dispose of tailings economically, although more attention to seepage control may have been ad- vantageous. Suggestions are made on the construction and operation of tailings dams elsewhere.