书籍详情
碾压式土石坝设计规范（SL 274-2001）
作者：中华人民共和国水利部 编
出版社：中国水利水电出版社
出版时间：2015-01-01
ISBN：9787517029595
定价：¥228.00
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内容简介
This specification is formulated to standardize the engineering design of roller compacted earthrock fill dams to achieve the purposes of engineering safety, economy and rationality, and state-of-the-art technology.
This specification is applicable to the design of roller compacted earth-rock fill dams of Class 1 (the most important class) , Class 29 Class 3 and dams below Class 3 but higher than 30m. Special researches shall be performed for particularly important roller compacted earth-rock fill dams.
This specification is applicable to the design of roller compacted earth-rock fill dams of Class 1 (the most important class) , Class 29 Class 3 and dams below Class 3 but higher than 30m. Special researches shall be performed for particularly important roller compacted earth-rock fill dams.
作者简介
暂缺《碾压式土石坝设计规范（SL 274-2001）》作者简介
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 Loess
Foundations
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
AnnexD 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
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 Loess
Foundations
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
AnnexD 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
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