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内容大纲
本规范旨在规范混凝土面板堆石坝设计，达到安全可靠、经济合理、技术先进、环境友好、资源节约的目的。本规范适用于水电工程建设、改造、扩建的混凝土面板堆石坝设计。除本规范外，混凝土面板堆石坝的设计应符合我国现行其他相关标准。 -
作者介绍
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目录
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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