AEG Tunneling Workgroup Technical Resources

Group Responsibilities:

This Technical Working Group has the responsibility of reviewing environmental, engineering geology and geotechnical questions and issues related to feasibility, planning, design, construction, rehabilitation, and maintenance of tunnels and underground structures (tunnels, shafts, & caverns). The group makes recommendations to the Board for consideration with respect to position or policy statements on tunnels and underground structure related matters. The technical working group activities include:

  • Informing our membership of new and emerging technologies
  • Improving public awareness of tunneling and underground projects (tunnels, shafts, & caverns) and promoting our profession
  • Improving public awareness of societal benefits associated with development of underground infrastructure
  • Providing input to local, state, or federal regulations impacting underground infrastructure
  • Outreach to high schools and universities regarding careers in underground engineering
  • Publishing papers and organizing AEG Tunneling Symposia and Short Courses

Chairs: Paul Headland, Ike Isaacson, and Michael Piepenburg 
Website Content: Ashton Krajnovich

Tunneling Overview:

Tunnels provide long-term solutions to a variety of infrastructure projects ranging from constructing roadways or pipelines through difficult terrain to freeing up valuable surface space in dense urban areas. In recent years, the rapid expansion of metropolitan areas has led nations around the world to give more and more consideration to the upfront investment of tunneling projects in order to promote more efficient use of surface space and recognize the significant benefits to society at large.

Geological Engineering in Tunneling:

Tunneling is a unique field, requiring geological, geotechnical, mining and civil engineers to work together with construction contractors and government agencies to deliver resilient and reliable subsurface infrastructure. Engineering Geologists and Geological Engineers bridge the gap between site characterization and tunnel construction, acting as a cornerstone of this interdisciplinary team. Roles of the Engineering Geologist and Geological Engineer in a tunnel/underground project include:

  • Site characterization, including subsurface geology and pre-existing infrastructure
  • Alignment optimization based upon ground conditions/ground behavior
  • Development of Ground Model based upon understanding of ground conditions and ground behavior for site characterization and ground risk/hazard identification
  • Identifying and managing geologic hazards (e.g., groundwater, problematic ground conditions, impacts to existing utilities and adjacent structures)
  • Recommending appropriate excavation and ground support methods
  • Recommending appropriate groundwater control measures
  • Recommending appropriate pre-excavation support/ground improvement measures
  • Estimating project design and construction schedules and costs
  • Conducting resilience and reliability analyses
  • Enabling effective communication within interdisciplinary teams
  • Participation in project Risk Management process
  • Participating in public outreach efforts associated with underground infrastructure projects

Types of Tunnels:

Planning the approach to any tunnel/underground project requires careful consideration of geologic setting, ground condition, ground behavior, and development of a engineering geological model to assist the design team in decision making and design parameters for evaluation of construction methods, control of groundwater, design of temporary support, and design of final linings.  A clear understanding of the site-specific ground conditions and ground behavior drive the development of the excavation methods used for underground structures.  Excavation methods include the following:

  • Tunnel Boring Machines (TBM) – greater than 3m diameter (man access)
  • Drill and Blast
  • Sequential Excavation Method (SEM)
  • Microtunnel Boring Machines (MTBM) less than 3m diameter (no man access)

The excavation method is selected to optimize construction efficiency and ensure safety of construction personnel and the public during construction.

 Tunneling methods (clockwise from top left): TBM, Drill and Blast, SEM and MTBM. Images obtained from Heitkampt-swiss.ch, Akkerman.com and Hoek et al., 2007.

Tunneling methods (clockwise from top left): TBM, Drill and Blast, SEM and MTBM. Images obtained from Heitkampt-swiss.ch, Akkerman.com and Hoek et al., 2007.

Beyond the understanding of the project geologic site conditions, the final use of the tunnel is also important. Underground structures need to be built in specific locations for specific end uses, with certain required dimensions based upon the requirements of the owner and funding agencies who are responsible for the long-term operation and maintenance of the infrastructure. Furthermore, tunnels need to satisfy certain resilience and reliability measures based on their use type (roadway tunnel, aqueduct, mine shaft). Every tunneling project is unique due to these many factors, each requiring a thorough geological site investigation, site characterization, and provision of geotechnical design parameters to ensure sound design, safe and efficient construction, and long-term performance and operation.

Tunneling Case Studies:

Tunneling mega projects with billion-dollar price tags are growing in popularity all over the world. Two modern projects, the Alaskan Way Viaduct Replacement Tunnel (AWVRT) in Seattle (5 years, $2.8 billion) and the Gotthard Base Tunnel (GBT) in Switzerland (11 years, $9.5 billion), highlight the risks, and rewards, of tunneling mega projects.

Other notable completed/ongoing projects include:

Urban: Boston “Big Dig”, NYC East Side Access, San Franciso Trans Bay Terminal

Underwater: Channel Tunnel, Oresund Bridge/Tunnel, Hong Kong-Zhuhai-Macau Bridge/Tunnel

Mountain: Eisenhower Johnson Memorial Tunnels, Gotthard Base Tunnels

 

Technical References

Don Deere Lectures & Videos

  • (possible future addition)

 Selected Papers

AEG Tunneling Symposia Presentations

2018 IAEG Annual Meeting– Tunneling Symposium

  • Don W. Deere – Tunnel Symposia Keynote: Lessons Learned from Dr. Don U. Deere, The Consummate Engineering Geologist
  • Jeb Pittsinger – First Use of SEM Tunneling Methods in Vermont - Interstate 89 Culvert Replacement
  • Jon Pearson – Culvert Construction under I-89 in Vermont using the Sequential Excavation Method
  • Richard DePew – Tunnel Boring Machine Utilization as a Viable Alternative to Designed Hand Mining Methods on the Dugway South Relief Sewer Project
  • Jon Y. Kaneshiro – Engineering Geological Considerations and Case Histories for Bored Tunnels in Mixed Face Rock/Soil Ground
  • Peter Ellecosta – Wear Phenomena in TBM Hard Rock Drilling Reasons and Consequences
  • Kurosch Thuro – Prediction of Drilling Rates and Bit Wear in Hard Rock Drill and Blast Tunneling
  • Giulia Bossi – Four Years Monitoring Experience of Displacements induced by a Large Landslide in a Tunnel Serving a National Road
  • Gary Brierley – Engineering Geology as Applied to Tunneling Projects
  • Carrie Randolph Loar – Chimney Hollow Reservoir Inlet/Outlet Tunnel Geotechnical Investigation Design
  • Emilio Linde-Arias – Development of the Ground Model and Depressurization Design for the Construction of a Cross Passage in London Tertiary Basin
  • Kenneth Johnson – Estimating Groundwater Inflow in Tunneling: A Case History for the Lower Meramec Tunnel, St. Louis, MO
  • Filipe Jeremias – Engineering Geological Studies for the New Drainage Tunnels of Lisbon
  • Vasilis Kallimogiannis – ARMR, a Classification System for Rating of Anisotropic Rock Masses (Presented By Haris Saroglou)
  • Ashton Krajnovich – A Bayesian Approach to Adaptive and Predictive 3-D Geologic Modeling for Tunneling Projects
  • Nora Lewandowski – Updated PSHA for San Francisco Public Utilities Commission’s Mountain Tunnel, Sierra Nevada Foothills, California
  • Masashi Nakaya – Fundamental Study on Three Dimensional Seismic Reflection Method using Excavation Blasting of Mountain Tunnel as Source
  • Chunxiao Liu – Destruction Law of Rectangular Tunnel Structure Based on the Theory of Plastic Hinge
  • Xiaojun Li – Stochastic, Goal-oriented Rapid Impact Modeling of Uncertainty and Environmental Impacts in Poorly-Sampled Sites Using Ex-Situ Priors
  • Marlène Villeneuve – Using Tunnel Boring Machine Penetration Tests to Quantify Performance in Hard Rock
  • Yiguo Xue – A New Risk Prediction Model of Water or Mud Inrush in a Cross-harbor Tunnel
  • Kazuhiro Onuma – Evaluation Method for Rock Condition by Spectrogram of Seismic Waves Generated at Tunnel Excavation Blasting

Weblinks

Underground Construction Association: https://www.smenet.org/uca

International Tunneling and Underground Space Association: http://www.ita-aites.org/

Tunneling Association of Canada: http://www.tunnelcanada.ca/