Path: Home > DL/T > Page8 > DL/T 5016-2011 || Home > Standard_List > DL/T > Page8 > DL/T 5016-2011

DL/T 5016-2011 PDF English

DL/T 5016: Evolution and historical versions

Std ID	Contents [version]	USD	STEP2	[PDF] delivered in	Standard Title (Description)	Status
DL/T 5016-2011	English	RFQ	ASK	10 days [Need to translate]	Design specification for concrete face rockfill dams	Obsolete
DL/T 5016-1999	English	RFQ	ASK	9 days [Need to translate]	Design speifications for concrete face rockfill dams	Obsolete
DL 5016-1993	English	999	Add to Cart	6 days [Need to translate]	(Concrete face rockfill dam design guidelines)	Obsolete

Standard ID	DL/T 5016-2011 (DL/T5016-2011)
Description (Translated English)	Design specification for concrete face rockfill dams
Sector / Industry	Electricity & Power Industry Standard (Recommended)
Classification of Chinese Standard	P59
Classification of International Standard	27.140
Word Count Estimation	80,819
Date of Issue	2011-07-28
Date of Implementation	2011-11-01
Older Standard (superseded by this standard)	DL/T 5016-1999
Quoted Standard	GB 50201; GB 50287; DL/T 5055; DL/T 5057; DL 5073; DL/T 5082; DL 5108; DL/T 5115; DL 5180; DL/T 5215; DL/T 5256; DL/T 5259; DL/T 5353; DL/T 5354; DL/T 5355; DL/T 5356; DL/T 5368; DL/T 5388; DL/T 5395; DL/T 5414
Regulation (derived from)	?National Energy Board 2011 No.4
Issuing agency(ies)	National Energy Administration
Summary	This standard specifies the design principles of concrete face rockfill dam, technical requirements and calculation methods. This standard applies to Hydro Hydro Project 1, 2, 3 dam height of more than 70m and 4, 5 CFRD design. 4, ��5 70m below CFRD may refer to. 200m above the dam should be designed for specialized research.