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SL 279-2016水工隧洞设计规范(英文版) SPECIFICATION FOR DESIGN OF HYDRAUL 版权信息
- ISBN：9787517076278
- 条形码：9787517076278 ; 978-7-5170-7627-8
- 装帧：一般胶版纸
- 册数：暂无
- 重量：暂无
- 所属分类：>
SL 279-2016水工隧洞设计规范(英文版) SPECIFICATION FOR DESIGN OF HYDRAUL 本书特色
本书根据水利技术标准制修订计划安排，按照 SL1-2014《水利技术标准编写规定》的要求，对 SL279-2002《水工隧洞设计规范》进行修订。本标准 共11章和4个附录，主要技术内容有：基本资料；隧洞 布置；隧洞压力状态及洞型尺寸；隧洞水力设计；土 洞设计；不良地质洞段设计；隧洞支护与衬砌；隧洞 灌浆、防渗和排水；隧洞运行和维修。
SL 279-2016水工隧洞设计规范(英文版) SPECIFICATION FOR DESIGN OF HYDRAUL 内容简介
This standard is composed of 11 chapters and 4 annexes. The main contents include the following:——Basic data.——Layout of tunnels.——Pressure status, shape and size of tunnels.——Hydraulic design of tunnels.——Design of soil tunnels.——Design of tunnels in poor ground.——Tunnel supports and linings.——Grouting, seepage control and drainage of tunnels.——Tunnel operation and maintenance. 根据水利技术标准制修订计划安排，按照SL 1-2014《水利技术标准编写规定》的要求，对SL 279-2002《水工隧洞设计规范》进行修订。本标准共11章和4个附录，主要技术内容有：——基本资料；——隧洞布置；——隧洞压力状态及洞型尺寸；——隧洞水力设计；——土洞设计；——不良地质洞段设计；——隧洞支护与衬砌；——隧洞灌浆、防渗和排水；——隧洞运行和维修。
SL 279-2016水工隧洞设计规范(英文版) SPECIFICATION FOR DESIGN OF HYDRAUL 目录
Introduction to English Version
Foreword
1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Symbols
3 Basic Data
4 Layout of Tunnels
4.1 Selection of Tunnel Alignment
4.2 Layout of Tunnel Inlets and Outlets
4.3 Layout of Multipurpose Tunnels
5 Pressure Status, Shape and Size of Tunnels
5.1 Selection of Pressure Status
5.2 Cross-Sectional Shape
5.3 Cross-Sectional Size
6 Hydraulic Design of Tunnels
6. 1 Principle of Calculation
6.2 Cavitation Damage Prevention Design of High-Velocity Tunnels
7 Design of Soil Tunnels
7.1 Supports and Linings of Soil Tunnels
7.2 Joints, Seepage Control and Waterstops for the Linings of Soil Tunnels
8 Design of Tunnels in Poor Ground
9 Tunnel Supports and Linings
9.1 General
9.2 Loads and Load Combinations
9.3 Unreinforced- and Reinforced-Concrete Linings
9.4 Prestressed Concrete Linings
9.5 Unlined and Bolt-Shotcrete Lined Tunnels
9.6 Design of Reinforced Concrete Lined Bifurcation
9.7 Joints in Linings
9.8 Design of Water-Retaining Plugs
10 Grouting, Seepage Control and Drainage of Tunnels
10.1 Grouting
10.2 Seepage Control and Drainage
11 Tunnel Operation and Maintenance
Annex A Head Loss Calculation for Hydraulic Tunnels
A. 1 Friction Losses
A. 2 Form Losses
Annex B Cavitation Damage Prevention Design of High-Velocity Tunnels
Annex C Calculation Method and Reduction Coefficient of External Water Pressure
Annex D Calculation of Concrete Lining Crack Width
Explanation of Wording
Foreword
1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Symbols
3 Basic Data
4 Layout of Tunnels
4.1 Selection of Tunnel Alignment
4.2 Layout of Tunnel Inlets and Outlets
4.3 Layout of Multipurpose Tunnels
5 Pressure Status, Shape and Size of Tunnels
5.1 Selection of Pressure Status
5.2 Cross-Sectional Shape
5.3 Cross-Sectional Size
6 Hydraulic Design of Tunnels
6. 1 Principle of Calculation
6.2 Cavitation Damage Prevention Design of High-Velocity Tunnels
7 Design of Soil Tunnels
7.1 Supports and Linings of Soil Tunnels
7.2 Joints, Seepage Control and Waterstops for the Linings of Soil Tunnels
8 Design of Tunnels in Poor Ground
9 Tunnel Supports and Linings
9.1 General
9.2 Loads and Load Combinations
9.3 Unreinforced- and Reinforced-Concrete Linings
9.4 Prestressed Concrete Linings
9.5 Unlined and Bolt-Shotcrete Lined Tunnels
9.6 Design of Reinforced Concrete Lined Bifurcation
9.7 Joints in Linings
9.8 Design of Water-Retaining Plugs
10 Grouting, Seepage Control and Drainage of Tunnels
10.1 Grouting
10.2 Seepage Control and Drainage
11 Tunnel Operation and Maintenance
Annex A Head Loss Calculation for Hydraulic Tunnels
A. 1 Friction Losses
A. 2 Form Losses
Annex B Cavitation Damage Prevention Design of High-Velocity Tunnels
Annex C Calculation Method and Reduction Coefficient of External Water Pressure
Annex D Calculation of Concrete Lining Crack Width
Explanation of Wording
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