Fg. Bell et Dr. Haskins, A GEOTECHNICAL OVERVIEW OF KATSE DAM AND TRANSFER TUNNEL, LESOTHO, WITH A NOTE ON BASALT DURABILITY, Engineering geology, 46(2), 1997, pp. 175-198
The Katse Dam and Transfer Tunnel are part of the Lesotho Highlands Wa
ter Project and are constructed in the basalts of the Drakensberg Form
ation. The project will supply water to the main industrial area of So
uth Africa around Pretoria, Johannesburg and Vereeniging. The project
commenced in 1987. Many of these basalts have been subjected to deuter
ic alteration and consequently contain expansive clay minerals. The pr
esence of expansive minerals can mean that the basalts disintegrate ra
pidly on exposure. A series of tests were carried out to assess the du
rability of these basalts. The olivine basalts and those types which c
ontained disseminated clay spots were the least durable. They were uns
uitable for use as concrete aggregate. The texture of the basalt, howe
ver, can restrict access of water to swelling minerals and therefore a
ffect breakdown and durability Breakdown of basalt led to slabbing and
spalling from the perimeter of the tunnel, and the complexity of weat
hering and jointing in the basalt meant that the foundation depth was
increased at the dam site. It also has led to a delay in the completio
n of the Transfer Tunnel as it now has to be lined completely instead
of partially.