Theory and application of construction simulation for high core rock-fill dam based on real-time monitoring

Based on actual engineering of 350m high core dam building on deep overburden foundation,the stability of dynamic strength of sensitive materials,which existed in super-high core rockfill dam located in meizoseismal region and overburden foundation is discussed.

Influences of double yield surface model parameters on calculated settlement of core type rockfill dam;

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.

Shaking table model tests of Shuangjiangkou core rock-fill dam

Research on the maximum anti-seismic capability of high earth core rock-fill dam

The core rock-fill dam construct-planning of NuoZhaDu Hydropower station is instructed in this paper.

The core wall rockfill dam that developed at the period of forties of the 20th century under the background of the development of mechanic theory and the construction equipment which can complete a great deal of earthwork in rational construction period.