Design Code for Rolled Earth-Rock Fill Dams
全新正版 极速发货
￥ 147.08 6.5折 ￥ 228 全新
库存4件
作者中华人民共和国水利部 发布
出版社中国水利水电出版社
ISBN9787517029595
出版时间2015-01
装帧平装
开本32开
定价228元
货号1201076460
上书时间2024-09-27
商品详情
- 品相描述：全新
- 商品描述
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目录
Introduction to English Version
Foreword
1 GeneralProvisions
2 Terms
3 Layout and Dam Type Selection
3.1 Dam Axis
3.2 Water Release and Diversion Structures
3.3 Selection of Dam Type
4 Selection of Fill Materials and Compaction Requirem ents
4.1 Selection of Fill Materials
4.2 Compaction Requirements
5 Dam Structure
5.1 Zoning
5.2 Dam Slopes
5.3 Freeboard
5.4 Crest
5.5 Impervious Zones
5.6 Filters and Transition Zones
5.7 Dam Drainage
5.8 Slope Protection
5.9 Surface Drainage
6 Foundation Treatment
6. 1 General Requirements
6.2 Seepage Control for Sand and Gravel Foundations
6.3 Treatment of Rock Foundations
6.4 Treatment of Liquefiable Soil Soft Clay and Collapsible LoessFoundations
7 Connections of Dam Body with Foundation Abutment Slopes and Other Structures
7.1 Connections of Dam Body with Foundation and Abutment Slopes
7.2 Connections of Dam Body with Other Structures
8 Calculation and Analysis
8.1 Seepage Calculation
8.2 Seepage Stability Calculation
8.3 Stability Calculation
8.4 Calculation of Stress and Deformation
9 Stage Construction and Dam Raising
9.1 Stage Construction
9.2 Dam Raising
10 Safety Monitoring Design
Annex A Wave and Slope Protection Calculation
A. 1 Wave Calculation
A.2 Slope Protection Calculation
Annex B Filter Design
Annex C Estimate of Pore Pressure in Dams
Annex D Stability Analysis
D.1 Determination of Shear Strength
D.2 Stability Calculation
Annex E Settlement Calculation
E.1 General Considerations
E.2 Vertical Stress Calculation
E.3 Settlement Calculation
Explanation of Wording
内容摘要
Major technical modifications to SDJ218-84 include:1 The applicable scope of this standard is changed;2 A new calculating method of dam height (the vertical distance from the foundation elevation to the dam crest at the dam axis) is added;3 A chapter of major terms is added;4 New criteria of compaction for cohesive soil areadded;5 Calculation of wave runup on slopes with a gradient more than 1:1.5 is added;6 The calculating method of curtain thickness according to allowable seepage gradient isdeleted for bedrock grouting;etc.
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Design Code for Rolled Earth-Rock Fill Dams
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