13.07.2013 Views

CFRD - Relato - Yang Zeyan

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3.10 Conclusions for 300m level <strong>CFRD</strong><br />

(4)Deformation and nonuniform deformation of<br />

rockfill after face slabs construction is very important<br />

for deformation control.<br />

(5) Deformation prediction is still difficult for 300m<br />

high dams, improvement is still need for numerical<br />

method through monitoring results.<br />

(6)Compacted density of rockfill is defined mainly<br />

based on experience, dam height, valley shape and<br />

rock characters should be considered, and then<br />

verified by tests and computation. Current situation<br />

will exist for a long time.<br />

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