Foreword
1 Scope
2 Normative References
3 Terms and Definitions
4 Basic Design Provisions
4. 1 General Provisions
4.2 Design Criterion and Phases
4.3 Basic Information
5 Primary Dam
5.1 Axis of Primary Dam
5.2 Height of Primary Dam
5.3 Type Selection ofDam
5.4 Construction Material
5.5 Filling ofDam Bodies
5.6 Construction of Dam Top
5.7 Structure of Dam Slope
5.8 Seepage Drainage Facilities of Dam Bodies
5.9 Impermeable Media
5.10 Inverted Filter
5.11 Junctions of Dam Body with Ground Base, Bank Slope and Burial Pipes.
5.12 Treatment of Dam Foundation
6 Subdam
6.1 Subdam Heightening
6.2 Material and Structure of Subdams
6.3 Seepage Drainage Facilities for Subd
6.4 Hydraulic Filling Damming ofAsh and Slag
6.5 Foundation of Subdam
7 Phreatic Lines of Dam Bodie
7.1 Control of Phreatic Line of Dam Bodies
7.2 Seepage Calculation of Dam Bodies
8 Calculation and Analysis of Dam Bodies
8.1 General Provisions
8.2 Calculation ofAnti-sliding Stability of Dam Bodies
8.3 Static and Dynamic Analysis for Dam Bodies
9 Dam Safety Monitoring Syste
9.1 General Provisions
9.2 Phreatic-line Monitoring System
9.3 Displacement Monitoring System
10 Requirements for Construction Quality Control
10.1 General Requirements
10.2 Requirements for Filling
10.3 Requirements for Quality Control
11 Requirements for Operation Management
11. I General Provisions
11.2 Engineering Management ofAsh Yard
11.3 Monitoring of Dam Bodies and Phreatic Lines
11.4 Monitoring ofAsh and Slag Discharging
11.5 Drainage System Monitoring
Appendix A (Normative) Methods for Measuring Shearing Strength Index and Selection Thereof
Appendix B (Informative) Calculation Principle and Required Test Data for Static and Dynamic Analysis by Using Gross Stress Method
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