This paper presents a design example of using a cable crane for lifting and erecting an access bridge for the right bank spillway tunnel for the Lubuge Hydropower Station.

The calculation and analysis of the core type rockfill dam of Lubuge Hydropower Station are conducted by the programs of total stress method and effective stress method.

In this paper the probabilistic and statistical analysis of stability of rock slope with the example of Lubuge hydroelectric power station is described.