CFRD - Relato - Yang Zeyan

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3.10 Conclusions for 300m level <strong>CFRD</strong> (7)It is expected that intensive study could be carried out on key techniques relying on projects with good construction conditions. The study includes dam slope stability, stress-strain response, crack control of concrete face, and corresponding construction technology. - 34 -
4 Review of the papers on <strong>CFRD</strong> of the symposium - 35 -
Page 1 and 2: TECHNICAL PROGRESS OF HIGH CONCRETE
Page 3 and 4: Contents 1 Brief introduction of th
Page 5 and 6: 坝高(m) Dam Height (m) 300 250 20
Page 7 and 8: 中国成都中国成都中国成
Page 9 and 10: Development Process of 200m high le
Page 11 and 12: Aguamilpa Dam - 11 -
Page 13 and 14: Barra Grande Dam Campos Novos Dam -
Page 15 and 16: Defects statistics in some 200m-lev
Page 17 and 18: ① Monitoring results of Hongjiadu
Page 19 and 20: El Cajon Dam Dam Aguamilpa El Cajon
Page 21 and 22: 3.1 Research Background - 21 -
Page 23 and 24: 1 Define compaction indexes and sec
Page 25 and 26: Dam River Design stage Gushui Lanca
Page 27 and 28: 3.9 Technical summary for 200m leve
Page 33: 3.10 Conclusions for 300m level CFR
Page 37 and 38: 4 Review of the papers on CFRD of t
Page 45: Thanks Thanks for for your your att

CFRD - Relato - Yang Zeyan

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