Jinping Ⅰ Hydropower Station Dam Site Left Abutment High Slope Complicated Rock Mechanics Problems and Engineering Treatment Measures;

Jinping Ⅰ Hydropower Station Silicarenite Alkaline Activity Tests;

Quarry Planning and Aggregate Processing System Design of Jinping Ⅰ Hydropower Station;

Study on stability of Monkey slope of Jinping first stage hydropower station;

The deep fracture regularity of Pusiluogou left abutment slope at Jinping first stage hydropower station is comprehensively studied; and four deformation models of deep fracture are put forward; they are gentle shear and steep tension, gentle shear-tension belt, steep shear and gentle tension as well as tension respectively.

At first,the slope geological conditions as well as dam site geostress and deep fractures in the left bank of Jinping first stage hydropower station have been investigated.

Seepage Calculation and Stability Analysis on Left Slope of Jinping-Ⅰ Hydropower Station;

Design of river closure of Jinping-Ⅰ Hydropower Station;

In this paper, the right spandrel groove high slope of Jinping I Hydropower Station in Sichuan province has been taken as an example.

Jinping I hydropower station, which is 305m dam height,called highest arch dam in the world for the time being and 3,600 MW installed capacity, is planned to build on the middle-lower reaches of Yalong River between Yanyuan county and Muli county, Sichuan province.

It has been successfully applied to the left bank of the Jinping I Hydropower Station for analyzing the safety monitoring data during construction period;it can be regarded as a basis for establishing the mass monitoring data management and analysis platform for the late construction and operation period of automatic monitoring.