Tunnel Construction: Engineering the Emerald Mole Project

Tunnel Construction: Engineering the Emerald Mole Project

The creation of a modern transit tunnel requires a sophisticated blend of heavy machinery and precise engineering techniques. Between 2005 and 2009, a significant tunneling project was undertaken to establish a new transit link, utilizing both automated boring technology and manual excavation methods to navigate the subterranean landscape.

Project Timeline and Management

Construction officially commenced in March 2005. The project was managed by the Obayashi Corporation, who served as the general contractor. After over four years of intensive work, the project reached completion in July 2009.

Engineering Methods and Technology

To ensure efficiency and structural integrity, the project employed two distinct tunneling methodologies based on the specific requirements of the tunnel sections.

The Emerald Mole TBM

The twin running tunnels were excavated using a specialized Tunnel Boring Machine (TBM)—a massive piece of equipment that excavates a circular tunnel full-face. This specific machine, manufactured by Mitsubishi, was named the Emerald Mole.

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Sequential Excavation Method (SEM)

While the main tunnels relied on the TBM, the station and crossover tunnels required a more flexible approach. These sections were constructed using the Sequential Excavation Method (SEM), which is also widely known as the New Austrian Tunneling Method (NATM). This technique involves excavating the tunnel in small stages and applying a shotcrete lining to stabilize the rock or soil immediately.

Project Costs and Safety

The financial scope of the project saw an increase from the initial estimates. While Obayashi Corporation originally submitted a bid of $280 million, the final cost of the completed tunnel rose to $309 million.

The construction process was not without its challenges. Safety incidents occurred during the build, resulting in several worker injuries and the tragic death of one worker.

Key Facts

  • General Contractor: Obayashi Corporation
  • Construction Period: March 2005 – July 2009
  • TBM Name: Emerald Mole (built by Mitsubishi)
  • Excavation Methods: TBM for running tunnels; SEM/NATM for stations and crossovers
  • Final Cost: $309 million
  • Initial Bid: $280 million
Tunnel Project Summary
Category Details
Contractor Obayashi Corporation
Duration Approx. 4 years and 4 months
Primary Machinery Mitsubishi "Emerald Mole" TBM
Budget Variance +$29 million over bid

Frequently Asked Questions

Who was the general contractor for the tunnel?

The Obayashi Corporation served as the general contractor for the project.

What was the "Emerald Mole"?

The Emerald Mole was a Tunnel Boring Machine (TBM) built by Mitsubishi used to excavate the twin running tunnels.

What is the difference between the methods used for the running tunnels and the stations?

The running tunnels were bored using a TBM, whereas the stations and crossover tunnels were built using the Sequential Excavation Method (SEM), also known as the New Austrian Tunneling Method (NATM).

How much did the project cost in total?

The final cost of the tunnel was $309 million, exceeding the original bid of $280 million.

When was the construction completed?

Construction began in March 2005 and was completed in July 2009.

References

  1. Beacon Hill Station and Tunnel factsheet (PDF), Sound Transit, 2008[permanent dead link]
  2. Carl Molesworth (June 5, 2006). "Inside the Emerald Mole". Pacific Builder and Engineer. Archived from the original on February 14, 2008.
  3. "Sound Transit digs a cutting-edge tunnel". DJC. Retrieved September 17, 2009.
  4. Levi Pulkkinen; Larry Lange (February 7, 2007), "Worker killed in Sound Transit tunnel: Second accident in three months at light rail site", Seattle Post-Intelligencer
  5. Eric de Place (October 2009), Sightline Report: Cost Overruns For Seattle-Area Tunnel Projects (PDF), Sightline Institute, retrieved April 4, 2013[permanent dead link]