| Contents |
| 01 |
Constructing a Tunnel by NATM with Minimum 5m Covering Under a Dense Residential Area, while Considering the Surrounding Environment |
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| 02 |
Neighboring Construction of a Long and Massive Mountain Tunnel’s Fault Crush Zone |
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| 03 |
Construction of SCL Tunnel with Ground Freezing Underneath Existing MRT Tunnels in Singapore |
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| 04 |
Construction of an Underground Passage with a Rectangular Shaped Muddy Soil Pressure Balanced Shield Machine |
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| 05 |
Building a Crossing under Railway Using HEP&JES Method at a Terminal Station |
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| 06 |
Overcoming Challenges: Small Overburden, Acidic Water, Construction Under a National Road |
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| 07 |
Tunnel Construction in a Widened Section |
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| 08 |
Construction Period Shortened with Precast Concrete for Mountain Tunnel Lining |
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| 09 |
Excavating Mixed Rock, where Risk of Landslide is High |
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| 10 |
Verification of Deformation During Excavation of Pelitic Schist and Effect of Countermeasures |
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| 11 |
Drilling and Blasting Hard Ground Close to Rocks in Danger of Falling and a Railway Tunnel |
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| 12 |
Tunnel Construction Directly Beneath a Residential Area |
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| 13 |
Construction of Adjacent Tunnels Using the URUP Method |
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| 14 |
Excavating the Shield Tunnels with the Largest Cross Section in Japan |
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| 15 |
Construction of Large Section Shield Tunnel at a Location with Sharp Curve, Steep Slope, and Adjacent to Important Structures |
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| 16 |
High-Speed Construction with Large Section Slurry Shield Method |
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| 17 |
World's First Spiral Excavation Using H & V Shield Method |
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| 18 |
Diverging the Slurry Shield Machine from The Narrow Shield Yard |
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| 19 |
Simultaneous Installation of Two Caissons |
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| 20 |
Japan's Largest Waterway Tunnel, which Reduces the Discharge of up to 600 m3/s |
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| 21 |
World's First Use of Liquefied CO2 Freezing Method for Protection of Shield Arrival Area in Seabed |
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| Innovations in Technology |
| 22 |
SP-MAPS® |
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| 23 |
Cutting Face Projection Mapping System |
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| 24 |
Geological Evaluation of Tunnel Face Using Artificial Intelligence |
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| 25 |
Development of an “Excavation Cycle Evaluation System” using Artificial Intelligence that Automatically Recognizes Tunnel Face Works |
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| 26 |
Automatic Tunnel Geological Condition Analysis System Using Multi-Spectral Images |
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| 27 |
Tunnel Face Stability Prediction System "TFS-Learning" |
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| 28 |
Face Condition Viewer |
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| 29 |
Face Collapse Detection System: Rock Fall Finder |
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| 30 |
Guidance System to Enhance Productivity of Scaling |
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| 31 |
Starlight Sensor System to Detect and Control the Height of Placed Lining by Light… |
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| 32 |
Geological Evaluation Technology for Rock Tunnelling Using ICT |
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| 33 |
Steel Arched Support Erection Robot |
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| 34 |
Fore-Plate Method |
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| 35 |
Automatic Calculation of Appropriate Amount of Explosive for Tunnel Blasting Based on Drilling Data in Excavation |
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| 36 |
Full Precasting of Large Underground Structures Using Circular Segments |
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| 37 |
Development of The Next Generation TBM Equipped with Conventional Tunneling Mode… |
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| 38 |
Exclusive Rock Bolt Placement Machine that Realized Full Mechanization of Drilling, Mortar Injection, and Rock Bolt Insertion |
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| 39 |
High-Fluidity Concrete with Low Cement Content “Neuro-Crete Neo®”… |
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| General Aspects of Tunneling in Japan |
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Tunnel Activity 2020 Overview |
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| List of Members |
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