描述
开 本: 16开纸 张: 胶版纸包 装: 平装-胶订是否套装: 否国际标准书号ISBN: 9787517029595
This specificatiois formulated to standardize the engineering desigof roller pacted earthrock fill dams to achieve the purposes of engineering safety, economy and rationality, and state-of-the-art technology.
This specificatiois applicable to the desigof roller pacted earth-rock fill dams of Class 1 (the most important class) , Class 29 Class 3 and dams below Class 3 but higher tha30m. Special researches shall be performed for particularly important roller pacted earth-rock fill dams.
Introductioto English Version
Foreword
1 GeneralProvisions
2 Terms
3 Layout and Dam Type Selection
3.1 Dam Axis
3.2 Water Release and DiversioStructures
3.3 Selectioof Dam Type
4 Selectioof Fill Materials and CompactioRequirem ents
4.1 Selectioof Fill Materials
4.2 CompactioRequirements
5 Dam Structure
5.1 Zoning
5.2 Dam Slopes
5.3 Freeboard
5.4 Crest
5.5 Impervious Zones
5.6 Filters and TransitioZones
5.7 Dam Drainage
5.8 Slope Protection
5.9 Surface Drainage
6 FoundatioTreatment
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 Loess
Foundations
7 Connections of Dam Body with FoundatioAbutment Slopes and Other Structures
7.1 Connections of Dam Body with Foundatioand Abutment Slopes
7.2 Connections of Dam Body with Other Structures
8 Calculatioand Analysis
8.1 Seepage Calculation
8.2 Seepage Stability Calculation
8.3 Stability Calculation
8.4 Calculatioof Stress and Deformation
9 Stage Constructioand Dam Raising
9.1 Stage Construction
9.2 Dam Raising
10 Safety Monitoring Design
Annex A Wave and Slope ProtectioCalculation
A. 1 Wave Calculation
A.2 Slope ProtectioCalculation
Annex B Filter Design
Annex C Estimate of Pore Pressure iDams
AnnexD Stability Analysis
D.1 Determinatioof Shear Strength
D.2 Stability Calculation
Annex E Settlement Calculation
E.1 General Considerations
E.2 Vertical Stress Calculation
E.3 Settlement Calculation
Explanatioof Wording
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