- 超大直径盾构隧道穿越水下风井施工技术(英文版)(精)
- - 作者：姚占虎//张亚洲//李辉|译者:燕晓//张超//陆平
  - 出版社：上海科技
  - ISBN：9787547868454
  - 出版日期：2025/01/01
  - 页数：256
- 售价：112

内容大纲
本书以南京纬三路过江通道工程为依托，全面介绍了超大直径盾构隧道穿越水下风井施工新技术，重点从临江敏感环境超深圆形风井基坑围护体系施工技术、水下开挖及水下大体积混凝土封底施工技术、盾构机适应性改进及穿越风井施工技术、工序转换过程超深基坑稳定性控制技术等四个方面进行了系统的梳理，并结合现场实测数据进行了分析。
本书理论与实践相结合，可为国内外盾构工程建设提供参考借鉴，可供从事盾构隧道工程相关的工程技术人员、科研人员以及高等院校参考借鉴。
作者介绍
目录
1  Introduction
  1.1  Current Development Status of Long Shield Tunnels
    1.1.1  The Origin of Shield Tunnels and Their Development Abroad
    1.1.2  The Development of Shield Tunnels in China
    1.1.3  The Development Trend of Long Shield Tunnels
  1.2  Development Status of Shield Tunnel Section Air Shaft and Station Passing Construction Methods
    1.2.1  Development Status of Interval Air Shaft Construction
    1.2.2  Development Status of Construction Methods for Interval Air Shaft Passing Through Stations
  1.3  Current Application Status of Ultra-deep Circular Foundation Pits at Home and Abroad
    1.3.1  Development Status of Circular Deep Foundation Pits
    1.3.2  Characteristics and Development Trends of Circular Foundation Pit Technology
  1.4  Based on the Background of the Engineering Project and the Main Risks of Large-Diameter Shield Tunnel Crossing Circular Air Shafts
    1.4.1  Based on the Background of the Engineering Project
    1.4.2  Main Risks of Large-Diameter Shield Tunnel Crossing Circular Air Shafts
  References
2  Construction Technology of Retaining System for Ultra-deep Circular Air Shaft Foundation Pit in Sensitive Environment Adjacent to River
  2.1  Key Technical Issues
    2.1.1  High Risk of Foundation Pit Dewatering in Sensitive Environments Near the River
    2.1.2  Difficulty in Reinforcement Construction of Ultra-deep Rotary Jet Grouting Piles
    2.1.3  Difficulty in Controlling the Construction Quality of Connecting Walls in Ultra-deep Circular Foundation Pits
  2.2  Construction Technology of "Pumping Reinjection" for Ultra-deep Circular Air Well in Sensitive Environment of Linjiang
    2.2.1  Theoretical Study on "Pumping and Reinjection" of Foundation Pit
    2.2.2  Construction Technology of "Pumping and Reinjection" for Foundation Pits
    2.2.3  Quality Control of "Pumping and Reinjection" Construction in Foundation Pits
  2.3  High-Pressure Rotary Jet Grouting Reinforcement Construction Technology for Ultra-deep Circular Air Shaft in Sensitive Environment of Linjiang
    2.3.1  Theoretical Study on Grouting Reinforcement
    2.3.2  On-Site Pile Testing
    2.3.3  High-Pressure Rotary Jet Grouting Reinforcement Construction Technology
    2.3.4  Quality Control of High-Pressure Rotary Jet Grouting Reinforcement Construction
    2.3.5  Quality Inspection of High-Pressure Rotary Jet Grouting Reinforcement Construction
  2.4  Construction Technology of Cutting Ground Wall for Ultra-deep Circular Air Shaft in Sensitive Environment of Linjiang
    2.4.1  Feasibility Study on Machinable Ground Wall Connection
    2.4.2  Slot Width Connection Technology
    2.4.3  Construction Technology of Machinable Ground Wall
  References
3  Underwater Excavation and Underwater Mass Concrete Sealing Construction Technology for Circular Air Shaft
  3.1  Key Technical Issues
    3.1.1  Difficulty in Underwater Excavation of Ultra-deep Circular Air Shafts  4.2  Adaptability Improvement Technology for Shield Tunneling Machines
    4.2.1  Introduction to the Shield Tunneling Machine for Weisan Road Crossing the River Channel
    4.2.2  Configuration of Cutting Tools for the Front Cutterhead of Shield Tunneling Machine Passing Through Meizizhou Air Shaft
    4.2.3  Optimization of Cutting Tools Before Shield Tunneling Machine Passes Through Meizizhou Air Shaft
  4.3  Comparison and Selection of Construction Schemes for Shield Tunneling Machine Passing Through Meizizhou Air Shaft
    4.3.1  Construction Plan I for Shield Machine Crossing Meizizhou Air Shaft
    4.3.2  Construction Plan n for Shield Machine Crossing Meizizhou Air Shaft
    4.3.3  Comparison and Analysis of Construction Schemes for Shield Machine Crossing Meizizhou Air Shaft
  4.4  Optimization Analysis of the Strength of Plain Concrete During Shield Tunneling
  4.5  Construction Technology of Shield Tunneling Machine Passing Through Meizizhou Air Shaft
    4.5.1  Shield Tunneling Through Meizizhou Air Shaft Excavation Process
    4.5.2  Key Control Technologies for Shield Tunneling Through Meizizhou Air Shaft
    4.5.3  Backfilling Chiseling and Pipe Segment Removal
  4.6  Construction Quality and Safety Assurance Measures
    4.6.1  Quality Assurance Measures for Shield Tunneling
    4.6.2  Safety Measures for Shield TUnneling
  References
5  Stability Control Technology for Meizizhou Air Shaft During Process Conversion
  5.1  Key Technical Issues
  5.2  Numerical Simulation of the Process Transformation of Meizizhou Air Shaft
    5.2.1  Overview of Meizizhou Air Well Project
    5.2.2  Calculation Using Parameters
    5.2.3  Construction Analysis Process
    5.2.4  Calculation Results of Force on the Air Shaft Structure
  5.3  Air Shaft Stability Control Technology
  References
6  On-Site Monitoring and Data Analysis
  6.1  Monitoring Point Distribution Settings
  6.2  Monitoring Items
    6.2.1  Deformation of the Enclosure Structure
    6.2.2  Internal Force of the Enclosure Structure
  6.3  Monitoring Requirements
    6.3.1  Monitoring Frequency Requirements
    6.3.2  Monitoring and Alarm Requirements
  6.4  Analysis of Monitoring Results
    6.4.1  Deformation Analysis of Enclosure Structure
    6.4.2  Stress Analysis of Enclosure Structure
  6.5  Comparative Analysis of Monitoring and Numerical Calculation Results
  6.6  Monitoring Conclusion
  Reference
7  Summary and Outlook

内容大纲

作者介绍

目录

同类热销排行榜

推荐书目