DL/T 5411-2009
Design specification of asphalt concrete facings and cores for embankment dams (English Version)
- Standard No.
- DL/T 5411-2009
- Language
- Chinese, Available in English version
- Release Date
- 2009
- Published By
- Professional Standard - Electricity
- Status
- 2023-05
- Latest
- DL/T 5411-2009
- Replace By
- NB/T 11015-2022
- Scope
- This standard specifies the material and structural design requirements for asphalt concrete anti-seepage design in hydropower and water conservancy projects, and puts forward the mix design principles. For the scope of application of this standard, please refer to the specific content of the standard.
DL/T 5411-2009 Referenced Document
- DL 5073 Specifications for seismic design of hydraulic structures(explanation)
- DL 5077 Specifications for load design of hydraulic structures(explanation)
- DL 5108 Design specification for concrete gravity dams(explanation)
- DL/T 5016 Design specification for concrete face rockfill dams *， 2011-07-28 Update
- DL/T 5057 Design specification for hydraulic concrete structures
- DL/T 5362 Test code for hydraulic bitumen concrete*， 2018-12-25 Update
- DL/T 5363 Hydraulic roller-compacted asphalt concrete construction specifications
- DL/T 5395 Design specification for rolled earth-rock fill dams
- GB 50092 Asphalt pavement construction and acceptance specification
- GB 50199 Unified Standards for Structural Reliability Design of Water Conservancy and Hydropower Engineering*， 2014-05-01 Update
- GB 50201 Standard for flood control*， 2014-06-23 Update
- JTJ 052 Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering(explanation)
- SL/T 235 Code for test and measurement of geosynthetics(explanation)
DL/T 5411-2009 history
- 2009 DL/T 5411-2009 Design specification of asphalt concrete facings and cores for embankment dams
DL/T 5411-2009 Design specification of asphalt concrete facings and cores for embankment dams was changed to NB/T 11015-2022 Code for design of asphalt concrete face and core wall of earth-rock dam.
