The differences between the deformation of the structure obtained in consideration of rheology of rockfill and that from conventional models are as follows: the slope compression stress of the slab increases and the slope extension stress decreases;however, the axial compression stress increases in the middle area,and the axial extension stress also increases near the abutment a.

This paper also analyzes theoretically the effects of rheology of rockfill on the deformation and stress of face slabs of concrete face rockfill dam.

The main communication lines in western China are mostly located in mountainous areas,where in history there exist multi-stage accumulations of debris flows which have preferable stability and structural strength in the natural state.

Application of Landpac impact compaction technologyto deck dam rockfill costruction;

Effect of particle-size characteristics on seepage property of rockfill;