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FRENCH COMMITTEE ON LARGE DAMS COMI
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PHOTOGRAPH REFERENCES Cover: CACG,
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M E M B E R S O F T H E R E A D I N
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TABLE OF CONTENTS Foreword - What n
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Table of contents FILL DAM DESIGN..
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Table of contents Chap. VII - Life
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W hat need for guidelines for small
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W hat need for guidelines for small
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C hoice of site and type of dam TOP
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C hoice of site and type of dam AVA
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C hoice of site and type of dam CON
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P reliminary determination of desig
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P reliminary determination of desig
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P reliminary determination of desig
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P reliminary determination of desig
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P reliminary determination of desig
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P reliminary determination of desig
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P reliminary determination of desig
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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G eological and geotechnical studie
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F ill dams GEOTECHNICAL STUDIES 68
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F ill dams For fill, the wetter the
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F ill dams 72 If the latter is unal
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F ill dams As concerns freeboard R,
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F ill dams Wave height h (m) Thickn
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F ill dams In the case of a widely
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F ill dams Fig. 3 - Sloped granular
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F ill dams It is therefore necessar
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F ill dams The selected profile sho
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F ill dams 86 Case of compressible
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F ill dams In present practice, the
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F ill dams MONITORING SYSTEM 1 The
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F ill dams The most common measurem
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F ill dams 94 When H 2 V > 30, the
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F ill dams DESIGN OF THE FREE OVERF
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F ill dams 98 In the case of very w
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F ill dams TENDERING AND DAM CONSTR
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F ill dams In the case of a rock fo
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F ill dams However, when the materi
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F ill dams All of the inspections m
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F ill dams SPECIFIC FEATURES OF VER
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F ill dams !"engineering costs. The
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▲ 1 - Compacting clay in the cut-
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▲ 7 - Scarification after passage
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▲ 12 - Rip-rap on a dam built for
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▼ 20 - Overspill part of a side i
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C H A P T E R V Small concrete dams
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Chapter V Arch dams Arch dams trans
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Chapter V Masonry dams are no longe
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Chapter V Finally, the slope of the
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