DL/T 5128—2009混凝土面板堆石坝施工规范

Foreword 1 Scope 2 Normative References 3 General 4 River Diversion and Flood Control 　4.1 General Rules 　4.2 River Diversion and Flood Control Methods 　4.3 Diversion and River Closure Works 5 Treatment of Dam Foundation and Abutments 　5.1 General Rules 　5.2 Excavation of Dam Foundation and Abutment 　5.3 Anti-seepage Treatment 　5.4 Treatment of Special Problems 6 Materials for Embankment 　6.1 Planning of Quarry and Borrow Area

Foreword 1 Scope 2 Normative References 3 General 4 River Diversion and Flood Control 　4.1 General Rules 　4.2 River Diversion and Flood Control Methods 　4.3 Diversion and River Closure Works 5 Treatment of Dam Foundation and Abutments 　5.1 General Rules 　5.2 Excavation of Dam Foundation and Abutment 　5.3 Anti-seepage Treatment 　5.4 Treatment of Special Problems 6 Materials for Embankment 　6.1 Planning of Quarry and Borrow Area 　6.2 Material Exploitation and Processing for Dam 7 Dam Embankment Construction 　7.1 General Rules 　7.2 Access Roads and Transportation 　7.3 Filling of Embankment 　7.4 Rolling Compaction and Protection of Cushion Slope Surface 　7.5 Anti-seepage Treatment 8 Face Slab and Plinth Construction 　8.1 General Rules 　8.2 Plinth Construction 　8.3 Face Slab Construction 　8.4 Inspection and Treatment of Cracks 9 Joint Waterstop Construction 10 Instrumentation and Monitoring for Dam 11 Quality Control Appendix A (Normative Appendix) Main Items and Technical Requirements in Quality Inspection

This standard is revised according to requirement of Notice about Preparation of Industry Standards and Project Plan in 2005 by General Office of the National Development and Reform Commission (Document with reference No.739, 2005).　　This revision is based on DL/T 5128--2001 Specification for Concrete Face Rockfill Dam Construction (the original standard hereinafter) by considering the practical advancement of construction technologies of concrete face rockfill dam (CFRD hereinafter) in hydropower and water resources industry.