Tunnelling Activities in Japan 2024

2024

Tunnelling Activities in Japan 2024 Download full text

 

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Contents

 1.Construction of a Subway within a Short Period by Overcoming Underground Obstacles
   in Soft Reclaimed Land ― Infrastructure Maintenance Work of the Hokko Techno-Port Line ―

 2.Results of Tunnel Construction in Swelling Grounds
   ― Hokkaido Shinkansen, Tateiwa Tunnel (Tateiwa), etc. ―

 3.Construction of a Mountain Tunnel which Intersects with a Highway,
   with the Minimum Overburden of Approx 7.4 m ― Hokkaido Shinkansen, Kunnui Tunnel ―

 4.Train Car Yard Plan for Minatomirai Directly under Harbor View Park

 5.Maintenance of the Railway Tunnel Built on Serpentinite

 6.Diverse Tunnelling in Urban Areas
   ― Fukuoka City, Nanakuma Subway Line Extension Project (Tenjin Minami to Hakata) ―

 7.Selection of Displacement Control Measures using Three-dimensional Numerical Analysis in
   Tunnel Construction Right under the Monorail

 8.Planning a Direct Access Line from Central Tokyo to Haneda Airport

 9.Tokaido Shinkansen with over 50 Years of Operation
   ― Major Renovation of the Tunnels ―

10.Results and Evaluation of Measurements at the Seikan Tunnel after 35 Years of Operation

11.Restoration after the Kumamoto Earthquake
   ― Tateno Tunnel of JR Hohi Main Line ―

12.Construction of Single-line Parallel Slurry Shield Tunnel Passing Directly under Private
   Constructions ― Kita Osaka Kyuko Line Extension Project ―

13.Double Support Structure Overcomes Load of 610m Earth Pressure
   Aokuzure Pass Tunnel - Nagano Construction Site

14.Excavation of World's Largest Urban Mountain Tunnel

15.Mountain Tunnel Construction in Fragile Ground in Volcanic Regions
   ― National Highway 57th Takimurozaka Road, East Takimurozaka Tunnel Construction (Phase I)

16.Tunnel Widening Construction Considering the Safety of Users and the Living Environment of
   Nearby Residents

17.First Ever Tunnel Invert Reinforcement on a Highway Using Timbering Support Method

18.Breakthrough with Using of Various Countermeasure Works in Landslide Topography
   and Cliff Cone Deposit Sections

19.Remote-Controlled Face Assessment by Digital Transformation
   ― Kanmuriyama Pass Road's 2nd Tunnel in Phase II ―

20.Tunnel Construction through Ground with Landslide Potential Adjacent to the Median
   Tectonic Line with Various Countermeasures from Inside and Outside the Tunnel
   ―Matsuyama Expressway Myojinsan Tunnel Phase II ―

21.Rational Construction Work on the Fissured Ground by Utilizing ICT Technology
   ― Shin-Tomei Expressway Takatoriyama Tunnel West Construction Work ―

22.Tunneling in the Fragile Ground with Low Competence Factor Affected by Faults
   ― Nakaoyama Tunnel ―

23.Addressing Hard Rock Grounds using a Combination of an Ultra-large Free-section Excavator and
   Controlled Blasting

24.Tunneling Work on a Steep Slope Directly Below a Prefectural Road by Utilizing BIM
   ― Shin-Tomei Expressway Kayanuma Tunnel Construction Work ―

25.Started Large-section Shield Tunneling with Small Earth Covering of 1.1m
   ― Yokohama South Ring Expressway (Ken-O-Dou) Kuden-Kasama Tunnel ―

26.Construction of Bypass Contributing to Environmental Protection of the Oirase Stream
   ― Environmentally Friendly Tunnel Construction in National Parks ―

27.Overview of the Nihonbashi Underground Tunnel Project of the Metropolitan Expressway

28.Improved Safety and Productivity in Tunnel Construction Work through Utilization of a Rock Bolt
   Driving Machine
   ― Construction Work for the Kiyo No.3 Tunnel of Chugoku Regional Development Bureau ―

29.Design and Construction Status of Raw Water Transmission Facilities in the Omoi River
   Development Project
   ― Kurokawa Canal Tunnel, Oashi River Canal Tunnel, Water Conveyance Channel Tunnel ―

30.Implementation of Long Slurry Shield Method in Complex Soil and Vicinity of Important
   Constructions such as Shinkansen
   ― Osaka City Construction Bureau Osumi to 18-jo Sewage Waterway ―

31.Long Tunnel Constructed by Excavating Extra-small Cross-section by NATM Method with Rail
   System the NATM Rail Method ― Seinaiji Hydroelectric Power Station Headrace Tunnel ―

32.Construction of Long-distance Headrace by an Open-Type TBM with Maximum Monthly
   Advance of 678 m ― Mitsubishi Materials Komatagawa New Power Plant ―

Innovations in Technology

33.Development and Implementation of Automated Construction Techniques Around the Tunnel Face

34.Slide Loader™️: Special Bucket for Safety and Productivity in Muck Loading
   ―Improved Operability for Remote and Automated Control―

35.Haka-router®: A Wireless Strain Measurement System of Steel Supports

36.Remote Operation Using Double-boom Rock Bolt Machine

37."Hammer Strut ®" A New Efficient Earth Retaining Structure
   ― A simplified Angle Brace of Earth-Retaining Structure Reduces Cost ―

38.Inventory Management System“ Fair-Stock®”

39.The Self-compacting Concrete Tunnel Lining System

40.Automatic B-measuring System T- RIPPA BK Improved Safety and
   Productivity through LPWA Radio

41.Roller Cutter Replacement System for Shield Machine “ THESEUS Method ®”
   ― Replace Roller Cutters Safely and Quickly by Robot Remote Operation ―

42.T-Shot Marker Face ~Real-time Measurement of Shotcrete Thickness~

43.Groundwater Forecasting® system for on-time groundwater environment prediction

44.Development of the Automatic Optimal Blasting Design and Construction System

45.AI-aided Automatic Shield Machine Driving System