1 General Provisions 2 Terms and Symbols 2.1 Terms 2.2 Symbols 3 Basic Requirements 4 Project Layout and Dam Zoning 4.1 Project Layout 4.2 Dam Crest 4.3 Dam Slope 4.4 Dam Zoning 5 Filling Materials and Filling Criteria 5.1 Filling Materials Investigation， Testing and Quarry Planning 5.2 Cushion Materials and Transition Materials 5.3 Rockfill Materials 5.4 Filling Criteria 6 Plinth 6.1 Alignment and Layout of Plinth 6.2 Plinth Size 6.3 Toe Wall 6.4 Concrete and Reinforcement of Plinth and Toe Wall 7 Face Slab 7.1 Face Slab Jointing 7.2 Face Slab Thickness 7.3 Face Slab Concrete 7.4 Reinforcement Arrangement 7.5 Crack Control Measures for Face Slab 8 Joints and Waterstops 8.1 General Requirements 8.2 Perimeter Joints 8.3 Vertical Joints 8.4 Other Joints 8.5 Joint Filling and Waterstop Materials 9 Foundation Treatment 9.1 Excavation of Foundation and Abutments 9.2 Treatment of Foundation Defects 10 Analysis and Calculation 10.1 Seepage Analysis 10.2 Sliding Stability Analysis 10.3 Stress and Deformation Analysis 11 Seismic Measures 12 Staged Construction and Dam Heightening 12.1 Staged Construction 12.2 Temporary Water Retaining 12.3 Embankment Protection Under Overflow Condition 12.4 Dam Heightening 13 Safety Monitoring 14 Construction Requirements 15 Initiallmpoundment， Operation and Maintenance Explanation of Wording in This Code List of Quoted Standards
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