目录

大直径水下盾构隧道施工技术=Construction Technology of Large Diameter Underwater Shield Tunnel：英文

作者：.陈健,闵凡路,王守慧编著

Foreword by Jun Sun
Foreword by Qihu Qian
Preface
目录
1　Introduction
1.1　Development and Application of Large Diameter ...
1.2　Common Technical Difficulties in Large Diamete...
1.3　Significance and Application Prospect of Under...
2　Large Diameter Shield Initiation and Arrival Tec...
2.1　Shield Initiation and Arrival Construction Met...
2.1.1　Main Construction Methods of Shield Initial ...
2.1.2　Construction Method of Shield Arrival
2.2　Strata Reinforcement at Initiation and Arrival...
2.2.1　Soil Precipitation Technology
2.2.2　Soil Reinforcement Method
2.2.3　Scope of Soil Reinforcement
2.3　Shield Tunneling Initial Construction Technolo...
2.3.1　Initial Construction of Auxiliary Engineerin...
2.3.2　Installation of Negative Loop Pipe and Box C...
2.3.3　Broken of the Door of Tunnel
2.3.4　Control of Driving Parameters in the Initial...
2.4　Construction Technology of Shield Arrival
2.4.1　Installation and Construction of Receiving P...
2.4.2　Breaking and Temporary Sealing of the Tunnel...
2.4.3　The Arrival Section of the Shield Machine is...
2.4.4　Control of Driving Parameters in the Arrival...
3　The Key Technology of Large Diameter Shield Tunn...
3.1　Analysis of Construction Difficulties of Large...
3.1.1　Technical Difficulties
3.1.2　The Present Situation of Technology
3.2　Construction Technology and Control Technology...
3.2.1　Main Technical Measures of Shallow Overburde...
3.2.2　Driving Parameters and Gesture Control of Sh...
3.2.3　Slurry Quality and Grouting Control After Wa...
3.3　The Instability Mechanism of Slurry Splitting ...
3.3.1　Split Extension Phenomenon of Slurry
3.3.2　Model Test of Slurry Shield Excavation Mud S...
3.3.3　Determination of the Eruption of Slurry
3.3.4　Prevention and Control Measures of Slurry Sp...
3.4　Three-Dimensional Visualization and Simulation...
3.4.1　Summary of Engineering Problems
3.4.2　Finite Element Mode
3.4.3　Analysis of Calculation Results
4　The Key Technology of Large Diameter Shield Tunn...
4.1　Surface Subsidence and Hazard Analysis of Shie...
4.1.1　The Analysis of the Causes and Processes of ...
4.1.2　The Hazard of Shield Construction to the Sur...
4.2　Study on the Effects of Large Diameter Shield ...
4.2.1　An Overview of the Project of the Three-Way ...
4.2.2　Calculation Model and Parameters
4.2.3　Calculation Results Analysis
4.2.4　Analysis of the Value of Stress Field and Mu...
4.3　Shield Through Embankment Construction Control...
4.3.1　Control of Excavation Parameters
4.3.2　Post-wall Pulp Management
4.3.3　Mud Management
4.4　Embankment Deformation Monitoring and Reinforc...
4.4.1　Monitoring of Embankment Deformation
4.4.2　Embankment Reinforcement Technology
5　Technology of Slurry Shield Crossing High Infilt...
5.1　High Permeability Water-Rich Gravel Composite ...
5.1.1　Technical Problem
5.1.2　Research Status
5.2　Slurry Preparation and Film Forming Technology...
5.2.1　Mud Material Composition and Basic Propertie...
5.2.2　Mud Preparation Technology
5.2.3　Film Formation Law of High Permeability Form...
5.3　Calculation and Analysis of the Mud Circulatio...
5.3.1　Material Balance Calculation and Screening E...
5.3.2　Calculation and Analysis of Carrying Capacit...
6　Long-Distance Tunneling of Shields and Replaceme...
6.1　Shield Gravel Formation Long Distance Boring T...
6.1.1　Shield Tool Type and Cutting Principle
6.1.2　Analysis of Geological Adaptability Design o...
6.1.3　Field Excavation Test Study
6.1.4　Tool Cutter Wear and Its Influencing Factors
6.2　Shield Fault and Detection Technology
6.2.1　Shield Tunnel Common Faults and Maintenance
6.2.2　Shield State Monitoring and Fault Diagnosis ...
6.2.3　Shield Fault Diagnosis Technology and Applic...
6.3　Replacement Technology of Pressured Cutter in ...
6.3.1　Technical Difficulties in Cutter Replacement...
6.3.2　Pressured Inlet Technology Based on Mud Film...
6.3.3　Replacement Technology of Shield Cutter Unde...
7　Construction Technology of Shield Tunnel Crossin...
7.1　Technical Difficulties and Schemes for Shield ...
7.1.1　Technical Difficulties
7.1.2　Crossing Scheme
7.2　Stability Analysis of Excavation Face and Calc...
7.2.1　Stability Analysis of Excavation Face
7.2.2　Calculation of Tunneling Parameters
7.2.3　Selection of Shield Construction Parameters ...
7.3　Study on Slurry Ratio and Film Formation of Sh...
7.3.1　Experimental Study on Slurry Ratio and Film ...
7.3.2　Determination of Mud Ratio and Index During ...
7.4　Shield Attitude Control and Risk Management Te...
7.4.1　Shield Attitude Control in Shield Tunnel Con...
7.4.2　Float Control and Treatment Measures
7.4.3　Construction Risk Analysis and Countermeasur...
References

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5.1　High Permeability Water-Rich Gravel Composite ...

2025年09月26日

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5.1　High Permeability Water-Rich Gravel Composite Stratum Excavation Problem