碾压式土石坝设计规范(SL 274-2001)
出版时间:
2015-01
版次:
1
ISBN:
9787517029595
定价:
228.00
装帧:
平装
开本:
32开
纸张:
胶版纸
页数:
113页
字数:
136千字
正文语种:
英语
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Thisspecificationisformulatedtostandardizetheengineeringdesignofrollercompactedearthrockfilldamstoachievethepurposesofengineeringsafety,economyandrationality,andstate-of-the-arttechnology.
Thisspecificationisapplicabletothedesignofrollercompactedearth-rockfilldamsofClass1(themostimportantclass),Class29Class3anddamsbelowClass3buthigherthan30m.Specialresearchesshallbeperformedforparticularlyimportantrollercompactedearth-rockfilldams. IntroductiontoEnglishVersion
Foreword
1GeneralProvisions
2Terms
3LayoutandDamTypeSelection
3.1DamAxis
3.2WaterReleaseandDiversionStructures
3.3SelectionofDamType
4SelectionofFillMaterialsandCompactionRequirements
4.1SelectionofFillMaterials
4.2CompactionRequirements
5DamStructure
5.1Zoning
5.2DamSlopes
5.3Freeboard
5.4Crest
5.5ImperviousZones
5.6FiltersandTransitionZones
5.7DamDrainage
5.8SlopeProtection
5.9SurfaceDrainage
6FoundationTreatment
6.1GeneralRequirements
6.2SeepageControlforSandandGravelFoundations
6.3TreatmentofRockFoundations
6.4TreatmentofLiquefiableSoilSoftClayandCollapsibleLoess
Foundations
7ConnectionsofDamBodywithFoundationAbutmentSlopesandOtherStructures
7.1ConnectionsofDamBodywithFoundationandAbutmentSlopes
7.2ConnectionsofDamBodywithOtherStructures
8CalculationandAnalysis
8.1SeepageCalculation
8.2SeepageStabilityCalculation
8.3StabilityCalculation
8.4CalculationofStressandDeformation
9StageConstructionandDamRaising
9.1StageConstruction
9.2DamRaising
10SafetyMonitoringDesign
AnnexAWaveandSlopeProtectionCalculation
A.1WaveCalculation
A.2SlopeProtectionCalculation
AnnexBFilterDesign
AnnexCEstimateofPorePressureinDams
AnnexDStabilityAnalysis
D.1DeterminationofShearStrength
D.2StabilityCalculation
AnnexESettlementCalculation
E.1GeneralConsiderations
E.2VerticalStressCalculation
E.3SettlementCalculation
ExplanationofWording
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内容简介:
Thisspecificationisformulatedtostandardizetheengineeringdesignofrollercompactedearthrockfilldamstoachievethepurposesofengineeringsafety,economyandrationality,andstate-of-the-arttechnology.
Thisspecificationisapplicabletothedesignofrollercompactedearth-rockfilldamsofClass1(themostimportantclass),Class29Class3anddamsbelowClass3buthigherthan30m.Specialresearchesshallbeperformedforparticularlyimportantrollercompactedearth-rockfilldams.
-
目录:
IntroductiontoEnglishVersion
Foreword
1GeneralProvisions
2Terms
3LayoutandDamTypeSelection
3.1DamAxis
3.2WaterReleaseandDiversionStructures
3.3SelectionofDamType
4SelectionofFillMaterialsandCompactionRequirements
4.1SelectionofFillMaterials
4.2CompactionRequirements
5DamStructure
5.1Zoning
5.2DamSlopes
5.3Freeboard
5.4Crest
5.5ImperviousZones
5.6FiltersandTransitionZones
5.7DamDrainage
5.8SlopeProtection
5.9SurfaceDrainage
6FoundationTreatment
6.1GeneralRequirements
6.2SeepageControlforSandandGravelFoundations
6.3TreatmentofRockFoundations
6.4TreatmentofLiquefiableSoilSoftClayandCollapsibleLoess
Foundations
7ConnectionsofDamBodywithFoundationAbutmentSlopesandOtherStructures
7.1ConnectionsofDamBodywithFoundationandAbutmentSlopes
7.2ConnectionsofDamBodywithOtherStructures
8CalculationandAnalysis
8.1SeepageCalculation
8.2SeepageStabilityCalculation
8.3StabilityCalculation
8.4CalculationofStressandDeformation
9StageConstructionandDamRaising
9.1StageConstruction
9.2DamRaising
10SafetyMonitoringDesign
AnnexAWaveandSlopeProtectionCalculation
A.1WaveCalculation
A.2SlopeProtectionCalculation
AnnexBFilterDesign
AnnexCEstimateofPorePressureinDams
AnnexDStabilityAnalysis
D.1DeterminationofShearStrength
D.2StabilityCalculation
AnnexESettlementCalculation
E.1GeneralConsiderations
E.2VerticalStressCalculation
E.3SettlementCalculation
ExplanationofWording
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