盾构隧道刀具更换技术：复杂地质与环境条件下隧道建设关键技术（英文版）

　　本书以盾构隧道刀具更换技术为主题，从盾构刀具类型及其在地层中切削和磨损物理过程出发，阐述了盾构刀具更换技术的内涵和主要分类，并结合课题组的研究成果和典型盾构工程换刀作业实例，对常规刀盘-常压换刀、基于常压可更换刀盘设计的常压换刀、带压换刀等三种主要换刀技术的原理、技术流程、关键技术、适用范围和优缺点等进行系统的分析和总结；最后分别介绍了我国盾构遭遇基岩凸起和大孤石等特殊工况下避免换刀的技术和目前日本**换刀技术。本书是对盾构刀具更换技术的一次较系统的总结。本书以技术理论分析为基础，结合相关典型工程案例，深入浅出地展示了盾构隧道施工中刀具更换技术，既可帮助工程一线施工人员更好理解刀具更换技术，又可为工程技术人员、科研人员以及大专院校有关专业的师生提供参考，促进盾构技术的发展。

暂缺《盾构隧道刀具更换技术：复杂地质与环境条件下隧道建设关键技术（英文版）》作者简介

1 Introduction
1.1 The Development and Application of Shield Tunneling Technology
1.2 The Severity and Universality of Tool Wear in Shield Engineering in Complex Stratum
1.3 The Key Technology of Restoring Shield Tunneling--Tool Replacement Technology
2 Cutting, Wear and Replacement of Cutting Tools During Shield Tunneling
2.1 Types and Arrangements of Shield Cutterhead and Tool
2.1.1 Shield Cutterhead Type
2.1.2 Type of Shield Cutter
2.1.3 Arrangement of Shield Cutter Head
2.2 Cutting and Wear of Tools
2.2.1 Cutting Mechanism of Shield Tool
2.2.2 Wear Types and Examples of Shield Cutting Tools
2.2.3 Analysis on the Causes of Tool Wear of Shield Machine
2.2.4 Tool Wear Monitoring Method for Shield Machine
2.3 Shield Opening Technology
2.3.1 Brief Introduction of Shield Tunnel Opening
2.3.2 Common Opening Technology of Shield Tunnel
2.3.3 Brief Introduction of Typical Shield Tunnel Opening Examples at Home and Abroad
2.3.4 Summary and Prospect of Shield Opening Technology
2.3.5 Tool Replacement Technology of Shield Machine
3 Conventional Cutterhead and Tool-Changing Under Normal Pressure Technology
3.1 Self-stabilizing Stratum Tool-Changing Technology
3.2 Reinforcement Stratum Tool-Changing Technology
3.2.1 Rotary Jet Reinforcement Technology
3.2.2 Deep Mixing and Reinforcement Technology
3.2.3 Freezing Method Construction Technology
3.2.4 Shaft Reinforcement Technology
3.2.5 Underground Continuous Wall Reinforcement Technology
3.2.6 Comparison of Several Techniques
3.3 Normal Pressure Tool Change Technology
3.3.1 Tool Change Process
3.3.2 Shield Cutter Tool Welding Process
3.3.3 The Contents of the Cutter Repair
3.4 Example of the Yellow River Tunnel in the Middle Route
of the South-To-North Water Transfer Project
3.4.1 Project Overview
3.4.2 Introduction to Downtime
3.4.3 Guarantee the Stability Measures of the Excavation Face
3.4.4 Excavation Support
3.4.5 Cutterhead and Tool Repair
4 Normal Pressure Tool Change Technology Based on Basic Pressure and Changeable Knife Design
4.1 Introduction of Normal Pressure Changer Technology Based on Normal Pressure Replaceable Knife Design
4.1.1 Principle of the Process of Changing the Knife Under Constant Pressure
4.1.2 Features of the Normal Pressure-for-Knife Method
4.2 Normal Pressure Replaceable Cutting Plate Structure Design and Layout
4.3 Removal and Installation of Normal Pressure Replaceable Tools
4.3.1 Safety Points for Tool Replacement
4.3.2 Tool Inspection and Replacement Plan
4.3.3 The Process of Changing the Knife Under Constant Pressure
4.4 Example Swords-Off of Normal Pressure Opening in the Cross-river Section of Wuhan Metro Line
4.4.1 Engineering Overview and Geological Conditions
4.4.2 Shield Basic Parameters and Characteristics
4.4.3 Shutdown Position and Knife Change Plan
4.4.4 Atmospheric Pressure Changing Process and Program
5 Stabilization Technology and Tool Change Technology for Open Face with Pressure Open
5.1 Pressure Opening and Opening Face Stability Technology
5.1.1 Mud Preparation Technology
5.1.2 Mud Film Forming Technology
5.1.3 Stable Excavation Face Technology Based on Mud Membrane Closed Gas
5.2 Pressure-Opening Tool Changer
5.2.1 Diving Operation
5.2.2 With Pressure into the Cabin
5.2.3 Pressure Change Tool Technical Produces
5.3 Nanjing Yangtze River Tunnel (Wei 7 Road) Example of Conventional Compressed Air Pressure Opening and Changing
5.3.1 Overview of the Nanjing Yangtze River Tunnel Project
5.3.2 Analysis Process of Shield Tunneling and Shutdown of Nanjing Yangtze Tunnel
5.3.3 Control of Stability of Excavation Face when Opening
5.3.4 With Pressure Open Cabin Changer Implementation
5.3.5 O