- 软土地区地铁隧道结构安全预警预控与治理技术(英文版)(精)
- - 作者：编者:王如路//张冬梅//郭春生//闫静雅|译者:姜诚//韩洋//武尚//邬菊艳
  - 出版社：上海科技
  - ISBN：9787547873700
  - 出版日期：2026/01/01
  - 页数：290
- 售价：118

内容大纲
本书总结了近20年来上海软土地区地铁运维的工程实践经验和研究成果，以提升国内城市轨道交通运营隧道结构安全的理论水平、控制技术和管理效率为目标，系统阐述了地铁隧道在运营过程中预控及治理技术，着重介绍了基于大量运维数据和工程实践探明的隧道变形演化机理；通过衬砌环整环破坏性试验及修复管片破坏试验提出的隧道结构安全控制指标：介绍了可在隧道外部和内部进行的结构加固施工工艺、专用维修治理装备，以及通过信息技术，集成、汇聚与隧道结构安全相关的数据，提供高效率、全过程、全覆盖的隧道结构安全管理平台，系统地解决隧道结构安全隐患的发现、评估、治理以及信息化管理和养护问题，从而保障城市轨道交通长期安全稳定运营，可供相关领域的研究与实践者学习借鉴。
本书可供相关领域的研究与实践者阅读使用，也可供高等院校相关专业教师、学生参考。
作者介绍
目录
1 Introduction
  1.1  Introduction
  1.2  Current Status of Tunnel Structure Safety Assurance Domestically and Internationally
    1.2.1  State of Tunnel Monitoring, Detection, and Maintenance out of China
    1.2.2  State of Monitoring, Testing, and Maintenance in China
  1.3  Latest Achievements in Tunnel Maintenance in Shanghai
  1.4  State of Intelligent Operation and Maintenance of Tunnels
  References
2 Deformation Mechanism of the Tunnel Lining
  2.1  Diseases of Shield Tunnel Lining
    2.1.1  Types of Tunnel Lining Diseases
    2.1.2  Water Seepage
    2.1.3  Lining Damages
    2.1.4  Differential Longitudinal Settlement of the Tunnel
    2.1.5  Transverse Convergence Deformation
  2.2  Cause Analysis of Tunnel Structural Diseases
    2.2.1  Geological Conditions
    2.2.2  Quality of Planning, Design, and Construction
    2.2.3  Train Vibration and Vibration-Excited Subsidence
    2.2.4  Regional Differential Settlement of Ground Surface
    2.2.5  Quality of Routine Maintenance
    2.2.6  External Environment Impact
    2.2.7  Impacts of Adjacent Construction Activities Along the Tunnel Route
  2.3  Analysis of the Characteristic of Differential Longitudinal Settlement of the Tunnel
    2.3.1  The Mechanism of Longitudinal Deformation
    2.3.2  Case Study
    2.3.3  Control of the Differential Longitudinal Settlement in Tunnel
  2.4  Lateral Convergence Deformation of Tunnel Lining Ring
    2.4.1  Mechanism of Lateral Deformation
    2.4.2  Characteristics of Lateral Convergence Deformation of Tunnel
    2.4.3  Numerical Simulation of Tunnel Deformation Control
    2.4.4  Simplified Geometric Analysis Method for Tunnel Transverse Deformation
    2.4.5  Transverse Deformation Control
  References
3 IntelliSense Technology of Tunnel
  3.1  Types and Monitoring System of Tunnel Structural Diseases
    3.1.1  Main Types of Structural Deformation
    3.1.2  Main Types of Surface Diseases on Structure
    3.1.3  Monitoring and Maintaining System for Tunnel Structure
  3.2  Routine Monitoring and Inspection
    3.2.1  Long-Term Settlement Monitoring
    3.2.2  Long-Term Convergence Monitoring
    3.2.3  Structural Disease Inspection
    3.2.4  Patrol of Protected Areas
  3.3  Immobile Automatic Monitoring
    3.3.1  Reconstruction of Automatic Monitoring System
    3.3.2  EL Beam
    3.3.3  Hydrostatic Level
    3.3.4  Laser Rangefinder
    3.3.5  Inclinometers

    3.3.6  Comprehensive Monitoring of Georobot
    3.3.7  Fiber Bragg Grating Stress Strain Monitoring
  3.4  Mobile Detection
    3.4.1  Comprehensive Deformation Detection of Tunnel Structures Based on Laser Scanning
    3.4.2  Rapid Detection of Tunnel Structural Diseases Based on Camera Group
  3.5  Summary
  References
4 Ultimate Bearing Capacity of Tunnel Lining with Reinforcement
  4.1  Introduction
  4.2  Test Method
    4.2.1  Test Specimen
    4.2.2  Loading System
    4.2.3  Load Design
    4.2.4  Test Content and Methods
  4.3  Test Results and Analysis
    4.3.1  Influence of the Lateral Pressure Coefficient
    4.3.2  Impact of Circumferential Bolts
    4.3.3  Reinforcement Decision
    4.3.4  Impact of Reinforcement Methods
    4.3.5  Influence of Reinforcement Materials
    4.3.6  Impact of Loading and Unloading Methods
  4.4  Numerical Analysis of Tunnel Structure Load-Bearing Performance
    4.4.1  Numerical Model
    4.4.2  Analysis of Prototype Structure Calculation
    4.4.3  Calculation Analysis of the Reinforcement Structure
  4.5  Tunnel Maintenance Recommendations
  4.6  Summary
  Reference
5 Deformation-Induced Tunnel Damage and Repair Techniques for Tunnel Linings
  5.1  Introduction
  5.2  Internal Tension Steel Ring Reinforcement Technique
    5.2.1  Principles and Features of the Technique
    5.2.2  Design of Internal Steel Hoop
    5.2.3  Mechanical Equipment for Reinforcement
    5.2.4  Construction Process and Key Operation Points
    5.2.5  Advanced Nature of the Technique
  5.3  Composite Cavity Component Reinforcement Technique
    5.3.1  Design Scheme of Composite Cavities
    5.3.2  Construction Process and Key Points of Composite Component Installation
    5.3.3  Advancement of the Technique
6 Double-Liquid Micro-disturbed Grouting Technology for Deformation Control
  6.1  Introduction
  6.2  Technology Development Process
    6.2.1  Research and Development Approach
    6.2.2  Testing Process
  6.3  Technical Principles
    6.3.1  Treatment of Longitudinal Differential Settlement
    6.3.2  Control of Large Traverse Convergence
  6.4  Grouting Techniques
    6.4.1  Grouting Materials and Parameters

    6.4.2  Grouting Equipment
    6.4.3  Technological Process
  6.5  Technological Advancements and Applicability
  References
7 A Lifecycle System of Intelligent Operation and Maintenance Management for Tunnels
  7.1  Geological Information Management and Analysis System for Tunnels
    7.1.1  Overview
    7.1.2  System Structure
    7.1.3  Database Organization and Management
    7.1.4  System Functions and Technical Highlights
  7.2  Monitoring and Measurement Data Management System for Tunnels
    7.2.1  System Overview
    7.2.2  Perception Methods and Data Integration
    7.2.3  Architecture Design
    7.2.4  Function Implementation
    7.2.5  Application
  7.3  Ground Inspection Management System for Tunnels
    7.3.1  Hardware Equipment
    7.3.2  Software System
    7.3.3  System Innovations and Application Effects
  7.4  Digital Information Management System for Urban Rail Transit Operating Tunnels
    7.4.1  Functions of the Digital Information Management System
    7.4.2  System Functional Framework
    7.4.3  Database Technology of Structural Engineering Construction and Maintenance Integration for Tunnels
    7.4.4  Three-Dimensional Data Modeling and Visualization Techniques for Tunnels
  7.5  Summary
8 Engineering Applications
  8.1  Engineering Cases of Micro-disturbed Grouting
    8.1.1  A Convergence Treatment of Shanghai Metro Line 10 Between "Yingao Road Station" and "Xinjiangwancheng Station
    8.1.2  A Tunnel Convergence Treatment of Nanjing Metro Line 2 Between "Yurundajie Station" and "Yuantong Station
    8.1.3  A Micro-disturbed Grouting of Shanghai Metro Line 11 for a Crossing Area of Beiheng Passageway
  8.2  Engineering Cases of Internal Intension Steel Ring
    8.2.1  A Tunnel Structure Repair of Shanghai Metro Line 2 Between "Chuangxin Middle Road Station" and "Huaxia East Road Station
    8.2.2  A Tunnel Repair Between "Dongan Road Station" and "Houtan Station" of Shanghai Metro Line
    8.2.3  A Tunnel Repair of Nanjing Metro Line 2 Between "Jinma Road Station" and "Maqun Road Station
    8.2.4  A Tunnel Repair of Wuhan Metro Line 2 Phase One Between "Changgang Road Station" and "Hankou Railway Station
  8.3  Engineering Cases of Three-Dimensional Laser Scanning Detection
    8.3.1  An Annual Convergence Detection of Mobile Laser Scans of Shanghai Metro Line 2, Line 10, and Line
    8.3.2  A Shield Tunnel Convergence Detection of Mobile Laser Scans of All Nanjing Metro Lines
    8.3.3  A Tunnel Structure Inspection Using Laser Scanning
  8.4  Engineering Cases of System Platform
    8.4.1  Application of the Data Management Platform of Structural Monitoring for Shanghai Metro
    8.4.2  An Application of the Patrol Platform of Dongguan Metro Protection Zone

内容大纲

作者介绍

目录

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