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盾構隧道工程:從理論到實踐:英文版:from theory to practice 版權信息
- ISBN:9787548746683
- 條形碼:9787548746683 ; 978-7-5487-4668-3
- 裝幀:一般膠版紙
- 冊數:暫無
- 重量:暫無
- 所屬分類:>>
盾構隧道工程:從理論到實踐:英文版:from theory to practice 內容簡介
城市地層多為沖積、沉積作用形成,不可避免地,城市隧道多穿越黏土、砂土、上軟下硬、強-全風化巖層等軟弱地層,而且所處的周邊環境異常復雜,所以城市隧道建造往往面臨掘進難度大、環境干擾多、安全控制難等諸多難題。為了避免這些難題,由于盾構法施工相對安全快速經濟,它已經成為軟弱地層隧道建造的主要工法。 盾構隧道工程所涉及的技術領域很廣泛,本書比較全面系統地介紹了世界上盾構隧道工程的發展、勘察、盾構機構造及工作原理、隧道結構設計、盾構選型、盾構掘進與管片拼裝、壁后注漿、盾構渣土改良及資源化再利用、盾構泥水處理、地層沉降及控制、運營管理與病害整治等內容。尤其在盾構機選型、復雜地層盾構掘進、渣土改良、壁后注漿等方面,結合技術發展現狀,通過較多的典型工程案例進行了較為深入的介紹。
盾構隧道工程:從理論到實踐:英文版:from theory to practice 目錄
1.1 Concepts of shield tunnel engineering
1.2 Types of shield machines
1.3 Development history of shield machine and tunnelling method
1.4 Development trend of shield tunnelling method
1.5 Book organization
References
Exercises
Chapter 2 Geological Survey and Alignment Design for a Shield Tunnel Project
2.1 Purposes of geological survey
2.2 Geological survey contents and methods
2.3 Evaluation of engineering geological conditions
2.4 Cross-section and alignment design of shield tunnels
2.5 Case study of a supplementary survey
References
Exercises
Chapter 3 Shield Machine Configurations and Working Principles
3.1 Composition of the two main types of shield machines
3.2 Concepts and functions of shield machine components
3.3 Working principles of main shield machines
3.4 Special shield machines
References
Exercises
Chapter 4 Shield Machine Selection
4.1 Selection principles and methods of shield machines
4.2 Selection of shield machine types
4.3 Selections of shield machine configurations
4.4 New technologies in the configuration of shield cutters
4.5 Examples of shield machine selection in common strata
References
Exercises
Chapter 5 Structure Type and Design of Shield Tunnel Lining
5.1 Types and materials of shield tunnel lining
5.2 Segment types and features
5.3 Segments assembly and waterproofing
5.4 Load calculation for shield tunnel
5.5 Internal force calculation of segment lining
5.6 Reinforcement and structure design of segments
5.7 Connection tunnel design
5.8 Seismic design of shield tunnel
References
Exercises
Chapter 6 Launching and Receiving of Shield Machines
6.1 Working shafts and ground improvement for shield machine tunnelling
6.2 Configurations and technical controls for shield machine launching
6.3 Configurations and technical controls for shield machine receiving
6.4 Shield machine launching and receiving under special conditions
References
Exercises
Chapter 7 Shield Tunnelling and Segment Assembling
7.1 EPB shield tunnelling technology
7.2 Slurry shield tunnelling technology
7.3 Segment transport and assembling
7.4 Technologies for opening excavation chamber and replacing cutters
7.5 Connection tunnels between two main tunnels
7.6 Monitoring
7.7 Construction techniques and case studies for shield tunnelling in special conditions
References
Exercises
Chapter 8 Backfill Grouting for Shield Tunnelling
8.1 Introduction
8.2 Backfill grouting materials and performance demands
8.3 Common equipments for backfill grouting
8.4 Backfill grouting construction and control for shield
8.5 Backfill grouting process optimization technology and cases
References
Exercises
Chapter 9 Muck Conditioning for EPB Shield Tunnelling and Muck Recycling
9.1 Reasons for muck conditioning
9.2 Properties of the shield muck
9.3 Types and technical parameters of soil-conditioning agents
9.4 Soil conditioning systems
9.5 Index properties and its determination method of conditioned soil
9.6 Numerical simulation of shield tunnelling under soil conditioning
9.7 Case study of muck conditioning for shield tunnelling
9.8 Recycling of shield muck as resources
9.9 Technical issues of muck conditioning
References
Exercises
Chapter 10 Slurry Treatment for Shield Tunnelling and Waste Slurry Recycling
10.1 General
10.2 Shield slurry
10.3 Slurry treatment site layout and equipments
10.4 Case study on shield slurry treatment
10.5 Recycling of waste slurry and case studies
References
Exercises
Chapter 11 Ground Deformation and Its Effects on the Environment
11.1 Shield tunnelling induced ground deformation
11.2 Ground loss in shield tunnel construction
11.3 Prediction of ground deformation
11.4 Assessment of the
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