Traveling in the tunneling industry is basically a regular commute for some. A lot of us don’t think twice about the destination, we just do it with a mission in mind. My mission as Robbins Marketing Manager was this: a small conference in Ho Chi Minh City. Okay, easy! As the date approached, about a month before, I kept hearing about how well our Main Beam TBM was doing in Vietnam, at the Thuong Kon Tum Hydroelectric project, despite a gauntlet of challenges. I talked to some project engineers and field service personnel who told me it was in a remote location in Kon Tum Province. And then I heard more about traveling to that site: a 6-hour drive from Da Nang, through nauseating windy, narrow roads, climbing elevations with no speed limits to speak of. But that’s cool, I thought, glad I don’t have to go on that ride.
“Wait, why not just go to the jobsite for a video and photo shoot? We can have it ready for the breakthrough in October,” says Desiree Willis, Robbins PR manager a couple weeks later. What!? A few days after that, it was all planned. Ron, our videographer, Ken, our photographer, and Keri Lin, our marketing manager from Robbins China, set off with me on a last-minute adventure. The 17.4 km long Thuong Kon Tum HEPP tunnel will be the country’s longest once complete. A 4.5 m diameter Robbins Main Beam TBM and continuous conveyor system were supplied to bore a section of the tunnel.
Maybe because I was bracing myself for the worst as far as the drive goes, I didn’t feel like it was that bad. The scenery was jaw dropping with lush jungle, rice paddies and scenic villages, and so many distractions on the sides of the road that I just completely avoided looking ahead. Problem solved! The coolest distractions were the scooters driving on these mountain roads: what they were carrying, how many people were on them, their driving technique. My favorite site was seeing a whole family of people—a 5-year old kid in the front, the dad driving, the mom in the back and a toddler sandwiched in between the parents—on a run-down 125 cc scooter. Then there’s the animals: a litter of stray dogs, adorable black piglets making road crossings that almost made me swear off bacon, herds of cows, goats, etc.
But how the heck did they get the machine, assembled by Onsite First Time Assembly (OFTA), to the site? Apparently, the previous contractor built portions of the roadway to the jobsite while components were staged at the port site. Several bridges, previously built only for light traffic with scooters and carts, were rebuilt or reinforced in order to carry the heavy TBM components. In a road conditions survey report by logistics firm SDV Vietnam Company Ltd., the original bridges were described as “having no shoulder”, and as having “blind corners and sharp curves”. The OFTA process allows a TBM to be assembled on location, saving time and money in terms of shipping costs and project schedule. The machine had successfully made it to the site, as it had launched in 2012.
Upon arriving at the jobsite, I was immediately impressed with the site and the surroundings, especially after hearing about all of the challenges the project had back when the TBM was launched, under a different contractor. The TBM launched into complex rocky conditions that turned out to be quite different than in the original geological study. The machine sat abandoned 2.6 km into the tunnel with equipment sitting idle for months, waiting for a change in circumstances. In 2015, Robbins signed a contract with the project’s new contractor CC47 to supply full refurbishment and to operate the equipment with a full Field Service team. Since then, Robbins Field Service has generally been kicking butt.
The machine was running as expected, so filming interviews and the machine went smoothly. I learned a lot from the interviews, mainly from the Robbins guys we interviewed—PN Madhan, Robbins Engineering Geologist, and Greg Adams, Robbins Field Service Manager. “It’s a workhorse of a machine and still in great condition, considering all of the difficult ground it’s been through,” Greg mentioned. Massive granitic rock wasn’t the only challenge they faced—the team also endured a handful of major fault zones requiring rock bolting and the use of the McNally Roof Support System, as well as some huge water inflows.
Greg did warn our photographer and videographer that they were going to face heat with extremely high humidity. When John McNally, Robbins Field Service Manager-Asia, took over the project site, he managed refurbishment of much of the equipment inside the tunnel along with the camp’s living quarters. This included adding a ventilation tube, keeping the tunnel at a cool 34°C. That’s the temperature AFTER installing the ventilation. Read more about the challenges here.
The crew at the camp quarters, and the jobsite in general, were very welcoming. Greg and Taylor Hwang, Robbins project manager, arranged for a special dinner just for us on the first night—steak and French fries, an American staple! The crew on site mainly consists of English-speaking expats, Chinese, Thai, Vietnamese, Indian and Philippine guys, so the cuisine varied every day. We hung around that night for a while, listening to stories from some of the field service crew. This is while we were fawning over the pet falcon that one of the field service guys owned. I think the falcon liked living there, because his string wasn’t even tied to the perch at one point. Taylor told us that there were some families and children of the crew living there, who had to find ways to pass the time in this little remote village. He even told us they had pet monkeys at one point. I peeked into a living quarter and saw a drum set made with those Danish butter cookie tins that you get at Christmas. That’s one way to pass the time! Before we were about to leave, some of the Thai people at the site had brought in a bucket with a cover over it. I was curious and went to take a peek, because they started adding salt to the buckets. It was about 30 river snakes (possibly river eels, but they called them snakes) writhing violently because of the sodium touching their skin. Then they started preparing them one-by-one, sticking a nail into their heads and gutting them. It was quite mesmerizing, really.
We only had two full days of shooting video and photos. Before the 6-hour drive back to Danang, all of us got caffeine-drunk on two strong Vietnamese coffees served with condensed milk each. I suspect it’s the perfect combination of the tenaciously strong espresso dripped into a puddle of pure sugar syrup (condensed milk) that singlehandedly causes adult ADHD from the first sip. During the drive down (which was much worse, I didn’t realize how much elevation we climbed going up), we were already reminiscing about the stories and experiences shared at the jobsite. When talking to the field service crew, they were all excited for the coming breakthrough later this year, but it seemed they were just a bit melancholy too. They were at this site for years, in a tiny remote village in the mountains of Vietnam, building friendships and routines. With only a handful of meters left to go on the tunnel, they’ll soon be off to the different parts of the world where they came from. I’m fortunate to have experienced everything I did on this trip and can’t wait to come back to this beautiful country.
At any given time, Robbins TBMs are operating at dozens of jobsites around the world. Our dedicated Field Service personnel take video and pictures of the TBM progress often, so we’ve decided to offer a periodic roundup of what’s going on in a picture-based blog–from assembly of a massive Slurry TBM in Japan, to machine assembly for India’s Mumbai Metro to extremely hard rock encountered in Vietnam. Read on to found out the latest.
MEGA TBM ASSEMBLY IN HIROSHIMA, JAPAN
Onsite First Time Assembly (OFTA) of a 13.67 m (44.8 ft) diameter Robbins Slurry TBM is underway for Hiroshima, Japan’s Expressway Line 5 project. The geology of the 1.4 km (0.9 mi) long tunnel is predicted to include maximum 190 MPa (28,000 psi) UCS granite with high water pressure of up to 13 bar. The Robbins Field Service crew is nearing assembly completion and will begin testing of the equipment in August.
SIMULTANEOUS BUILDS FOR MUMBAI METRO
Mumbai, India’s massive Metro Line 3 project requires multiple TBMs on various contracts. A total of four Robbins TBMs will bore on two separate contracts–two 6.65 m (21.8 ft) Crossover (XRE) TBMs for contract UGC-01, and two 6.65 m (21.8 ft) Slurry TBMs for contract UGC-03. Assembly of the first Crossover TBM and the first Slurry TBM on each contract are occurring simultaneously, and are being overseen by our experienced Field Service crews.
EXTREME HARD ROCK IN VIETNAM
Robbins Field Service crews operating the Main Beam TBM at Vietnam’s Thuong Kon Tum HEPP have encountered granitic rock exceeding 300 MPa UCS and high water inflows. Despite the challenges the tunnel is more than 85% complete.
AN EPIC PROJECT IN MEXICO
With one of three Robbins lots completed at Mexico City’s massive 62 km (39 mi) Emisor Oriente tunnel, Field Service efforts are focused on completing Lots 4 and 5 in difficult mixed ground conditions. The customized EPB TBMs are boring through some of the most challenging conditions in the world, from abrasive basalt to watery clays and boulders.
A JOB WELL DONE IN ALBANIA
TBM assembly and breakthrough is often discussed, but disassembly can be just as complicated. Following the recent breakthrough of the Crossover (XRE) TBM in Albania (the first machine of its kind in Europe) for the Moglicë Headrace Tunnel, Field Service crews are working to disassemble the machine in an underground launch chamber.
The idea of transparency is one that we most often hear touted in politics and policies. But transparency is a concept that applies to our underground industry as well. Widespread knowledge sharing can and should be the policy in our industry, but all too often jobsite politics, confidentiality agreements, and fear of poor public opinion limit what is ultimately divulged. I argue that transparency in tunneling is a help, not a hindrance, and we can make steps today towards clearer communication.
Why It’s Needed
- Learn from Experiences in the Field: Tunneling professionals deserve full access to the successes and the problems that have been encountered in the field. If we were to employ universal knowledge sharing, tunneling operations themselves could become safer and more efficient and overall project costs could be reduced.
- Improve Tunneling Technology: Knowledge of advance rates, performance in specific ground conditions, wear rates for cutters and other surfaces in contact with the cutting face, performance of ground conditioners and foams, and many other types of info are imperative to improving technology. Tunnel boring could be made faster, safer, and more cost effective with such knowledge. It could also improve willingness to try new and emerging technologies in the industry, which benefits all stakeholders. With a good knowledge of TBM performances in specific ground conditions, TBM specifications could also be written to greater accuracy and result in using the most cost effective solutions.
- Improve Risk Sharing: Risk is often apportioned unfairly on today’s tunneling projects. In many cases the TBM supplier is required to shoulder a larger part of that burden than their potential returns. With a better understanding of the risks through knowledge of past projects, as well as knowledge of past risk sharing strategies, this problem can be resolved.
- Ensure Fair Financial Practices: With transparency in terms of contractual pricing and project spending, payments for work performed, etc. and other unsavory practices can be lessened.
- Reduce Litigiousness: Claims in tunneling projects are on the rise worldwide. Recent projects have resulted in separate and duplicate claims against different parties, such as the equipment manufacturer and the owner, for the same issues and without their mutual knowledge. Such claims are unfair, and through transparency and equal access by all parties to a Dispute Review Board, the frequency and extent of lawsuits in our industry could be reduced.
From the Equipment Supplier Perspective
As equipment suppliers, we strive to share the information that is available to us. We’ve opened up about stuck TBMs, challenging drives, and how we’ve overcome those issues. We’ve also tried to share whenever possible why we think fast advance rates and good efficiency were achieved on various projects.
Unfortunately knowledge is sometimes not shared even within parties on the same project, such as the contractor, project owner, owner’s representative, and equipment supplier. Time and again we see that communication between all parties is key to overcoming challenging conditions. The road to transparency starts here: with clear communication between all coordinating parties on a given project.
Not Without Precedent
Transparency is not an untested idea in our industry. A great recent example is that of the U.K.’s Crossrail project. The project follows governmental codes of practice for data transparency and the country’s Freedom of Information Act. Details such as project and equipment costs, spending budgets and records, safety records, and more are available for download on their website, and special requests can be made for additional data. Multiple reports have also been up front about TBM performance, advance rates, and other experiences on the project. The Crossrail project was highly successful and, arguably, transparency played a large part in that. Crossrail is also just one example of transparency at work in the U.K.—governmental programs such as Transport for London’s Transparency Strategy aim to give clear and consistent information to the public about all road and public transit spending.
A Call for Clarity
Transparency is possible in the tunneling industry, but it may require things like international regulations, or at the very least certifications that could be provided by an international organization like the ITA. Such a certificate would be highly beneficial to all stakeholders: It could certify corruption-free practices, and guarantee knowledge sharing. Transparency is not an easy thing to achieve, and there are certainly barriers to the process in various areas of the world. But we can start with transparency requirements within projects, and then move outward. To be clear: knowledge sharing is something that can only benefit our industry. It is our recommendation we start today.
In this blog, Robbins and guest blogger Barrie Willis, Manager Tunneling & Civil for iPS, share their experiences rebuilding and relaunching TBMs in the field.
TBM maintenance: it’s one of the most important factors predicting project success, but it is often glossed over. Experience shows, however, that maintenance plays just as much a part in the excavation rates as the proper TBM design. Regular maintenance can keep future rebuild costs low and keep equipment efficiency high while maximizing advance rates.
Conversely, a lack of maintenance, improper operation, and/or severe ground conditions can result in undue wear and slow advance rates. In a worst case scenario, it can even require rescuing and refurbishing a TBM. Such a case occurred at Bangalore, India’s Namma Metro, where several TBMs required recovery and refurbishment after operating in abrasive ground. Teams from both Robbins and iPS were called in to evaluate and rescue TBMs on separate sections of the tunnel.
The Robbins Experience
Two European-manufactured EPB TBMs “Krishna” and “Kaveri” were launched from the South Ramp station at the Namma Metro project in October and November of 2012, and were slated to bore three sections of metro tunnel each, totaling 1,550 m. While the first 400 m long drive from South Ramp to City Market station went well, the TBMs encountered severe ground conditions on the second, 432 m long drive from City Market to Chickpet Station.
The drives took 12 and 22 months, respectively, and were hampered by a mixed face comprising hard granite and soil with high groundwater levels. Tunneling took place near fragile, historic building foundations in some cases hundreds of years old. The TBMs in this section encountered large boulders as well as reinforced blocks of concrete that seriously damaged the TBM cutterheads. These challenges required regular cutterhead interventions but at the same time there was an inability to grout unstable areas from the surface due to congested residential areas.
It was at this point that the contractor, along with owner Bangalore Metro Rail Corporation Ltd. (BMRCL), approached Robbins and asked them to take over the operations of the TBMs—the critical path tunnels needed to be brought back up to speed. The last 750 m drive between Chickpet and Majestic stations was all that stood in the way of opening a substantial section of Namma Metro’s Phase 1.
Robbins Signs On
After obtaining agreement from the project owner and the contractor, Robbins took over the responsibility for all aspects of the underground operations. A team of over 60 staff including TBM operators, TBM technicians, ring builders, a grouting team, and others began work. Robbins was also responsible for running surface installations and equipment such as the grout batching plant, gantry cranes and power supply. The contractor provided a team of people including surveyors, QC engineers, and loco operators who reported directly to the Robbins site management team.
The Robbins crew carried out refurbishment of the two TBMs, keeping the designs of the machines in tact while installing Robbins cutting tools in both cutterheads. In particular TBM “Krishna” underwent 112 days of repairs and testing. The refurbishment, and subsequent assembly and launch of the two machines, was carried out even as the Chickpet station was being constructed in order to mitigate any further delays. The two TBMs were re-launched in 2015 on their last drive—in March for TBM “Kaveri” and in December for TBM “Krishna”.
Challenging Ground Continues
Difficult conditions were encountered during the bore: the initial 160 meters of the drive was found to consist of residual soil, gradually transitioning into a mixed face of soil and highly weathered granite over the following 100 m. The mixed face conditions then gave way to a full face of fresh granite in the last 50 meters of boring.
The zones of transition were particularly difficult, with soil occasionally falling in due to the vibrations during tunneling. The conditions also made it impossible to maintain hyperbaric air pressure during cutterhead interventions. This problem was overcome by pumping a weak-mix grout solution into the ground surrounding the TBM. The solution permeated into existing voids and effectively prevented air from percolating through to the surface. A period of approximately 36 hours was initially required for curing of the grout solution. However, on-site trials with various additives enabled the standing time to be reduced to 12 hours.
A Resounding Success
Despite the challenges, the TBMs were able to achieve advance rates of 50 mm per minute in highly weathered rock and 22 mm per minute in sections of competent hard rock. TBM “Kaveri” completed its final breakthrough in June 2016. The second TBM “Krishna” had the advantage of known geology and completed its excavation in about nine months on September 28, 2016.
The iPS Experience
On another section of the recently completed Namma Metro, iPS rescued and refurbished a stuck TBM from another European manufacturer, and then operated it for owner Bangalore Metro Rail Corporation (BMRC) alongside the project’s original contractor.
iPS found severe wear—the cutterhead was essentially bare, and the cutters, disc boxes, cutter mountings and grill bars had been worn away. On inspection a serious crack in the screw conveyor was found and the flights had been severely worn. The TBM had been operating for 12 months and had bored 300 m of abrasive ground with insufficiently thorough maintenance. Geology consisted of weathered granite with a high quartz and feldspar content, 130 MPa UCS, and was often mixed with softer soils. It came to a standstill below the main railway lines at a major Bangalore metro station.
Rebuild & Recovery Plan
iPS was able to build an intermediate shaft and refurbish the TBM to the point that it could advance into that shaft for further rebuild work including a replacement cutterhead. But the rebuild work itself was not easy—sourcing parts in India was a challenge, with smaller parts being brought in from Germany and other countries. A new cutterhead was shipped to the site by air freight. Crews dismantled the TBM to inspect and repair the screw conveyor, hydraulic system, PLC, and main drive. The TBM was relaunched in August 2015.
A Second Chance
Once the TBM had started up again, iPS then trained the crew on the importance of maintenance and inspections. They went over cutterhead interventions, what to look for, and how to prevent significant damage.
The training and TBM rebuild were a success—despite continued abrasive geology and mixed face conditions the machine completed the remaining 630 m of its drive in seven months. Frequent interventions were undertaken to maintain and inspect the machine. Breakthrough occurred on April 19, 2016.
Like any piece of machinery, it is essential to consider the total life cycle and to take steps to maximize the efficiency and life of the equipment through good operation and maintenance. Contractors should work with equipment suppliers to learn of the maintenance that is required—both scheduled and in response to changing geology.
When a project begins, err on the side of caution: do too many inspections, more than you think are necessary, to get a feel for how the machine reacts in different geologies. Geological surveys are extremely important, but they don’t always reveal every feature, so in the event the machine encounters unexpected geology, even more inspections will be necessary than normal. Above all, avoid complacency: just because a TBM is a large steel machine with a metal cutterhead and cutters doesn’t mean that nothing can damage it.
The proof is in the multitude of successful projects around the world: TBMs can and have shown their ability to excavate projects at world-class rates of advance even in very difficult conditions. With proper maintenance and operation, a TBM can last over many kilometers of tunnel and years of use.
Purchasing a Tunnel Boring Machine is no small consideration. Many factors are equally important to the price, and they can mean the difference between project success and significant downtime. Download our complimentary checklist to learn about the nine most important things to consider:
Learn more! Download the checklist for choosing a TBM here.
Squeezing Ground, Fault Zones, Water Inflows, and More
True story: In a mountain range, crews worked on a shielded TBM more than 500 m below the surface. The TBM had excavated several kilometers in worsening conditions. The crew encountered karstic aquifers filled with mud and water. Personnel were pumping polyurethane through the cutting face to staunch the water inflows.
Suddenly, water inrushes climbed to a rate of 1,500 liters/second, creating a knee-deep underground river and causing the machine to become stuck. Thankfully, the crew was able to exit the tunnel, unharmed. The massive inrush created a damming effect with enough pressure to crush the TBM shields and send cylinders catapulting into the back-up.
As quickly as it had started, the machine ground to a halt, deep underground.
What happens when you encounter an unforeseen condition? A severe water inflow, fault zone, or squeezing ground? A geological feature that seems like it might stall your tunneling operation altogether? Some of our most difficult challenges—spanning from New York to Peru to the Republic of Georgia—are detailed below. These case studies are meant to pass on our knowledge and experiences to help you overcome obstacles, unforeseen or otherwise.
How to Overcome an Epic Flood: New York’s Harbor Siphons project
Sometimes an unforeseen condition requires a rescue effort to overcome. In October 2012, a storm was coming to New York City’s Harbor Siphons Project on the shores of Staten Island. The undersea tunnel and its 3.6 m CAT EPB ground to a halt when hit by Superstorm Sandy. The monstrous hurricane battered the eastern seaboard of the U.S. with winds of 145 kph.
The launch shaft was inundated with seawater despite contractor Tully/OHL’s best efforts. Flood water entered the tunnel and stopped the TBM just 460 m into its 2.9 km long drive. A 2013 post-storm survey of the tunnel showed a damaged machine extensively corroded by saltwater. All electrical components needed to be replaced.
Contractor OHL turned to Robbins for help. During the downtime, the original TBM manufacturer had exited the tunneling industry. Robbins worked with the contractor to come up with a multi-pronged approach to bring the TBM back to life.
Hiring a Dedicated Team
Per the scope of work, defined jointly by OHL and Robbins, crews temporarily excluded the cutterhead and main bearing of the TBM for refurbishment, as they were under earth pressure and not accessible. The Robbins team would need to complete the refurbishment taking into account unknowns, such as the condition of the cutterhead. The segmented concrete tunnel lining would not permit the removal of many of the larger TBM components, so these would have to be refurbished onsite.
The Robbins crew was contracted to guide onsite personnel in replacing corroded hydraulic components and installing all new electrical components. Variable Frequency Drives, PLCs, and wiring were replaced inside the small tunnel under atmospheric pressure of 3 bar. Crews constantly monitored earth pressure during the refurbishment. The machine had been stopped with its thrust cylinders in, and thus the crew could not replace or evaluate certain components before the machine started up.
Reverse-Engineering Electrical Components
By mid-December 2013, Robbins PLC technicians were reverse engineering the TBM’s control system. The team understood early on that the previous control programming would be unusable given the PLC change. The technicians had only limited assembly drawings from the CAT manual, so much of the refurbishment, including the PLC system, had to be built from the ground up. The team at site understood how the machine should work and therefore were able to build the correct PLC system.
Despite all of the challenges, the refurbishment project was a success. Crews had gone from a shipwrecked TBM—rusted, corroded, and abandoned in the tunnel—to a successful tunneling operation. It was a monumental task, scheduled to be completed in four months, and finished on schedule.
In the final phase of the refurbishment, a Robbins PLC technician was able to complete the commissioning of the TBM and on April 14, 2014 the machine officially returned to mining. The machine successfully completed its tunnel in February 2015.
Make Rock Bursting Conditions Safe for Your Crew: The Olmos Trans-Andean Tunnel
If 16,000 recorded rock bursting events in the world’s second deepest tunnel weren’t enough, the crew at Peru’s Olmos Trans-Andean Tunnel had another problem. As the machine progressed and the cover grew higher—up to 2,000 m at the highest point—the rock bursts became more violent. Crews experienced large over-breaks and cathedralling in fractured and unstable ground. Teams of personnel had to inject concrete into large cavities that had formed during stress-relieving activities and stabilize these cavities with spiling. Then, several kilometers into the tunnel, a major rock bursting event occurred that twisted ring beams and caused damage in 45 m of lined tunnel. Damage was extensive to the TBM gripper, which was ballooned and blown off its mountings. Damage also occurred to other hydraulic cylinders. Thankfully crew members were not harmed, but downtime for repairs would be substantial.
A Century-Long Effort
The Olmos tunnel is a 12.5 km long water transfer tunnel that was bored through the Andes Mountains to bring irrigation to drought-ridden areas on the pacific coast. The project was more than 100 years in the making, with several attempts being made and thwarted by incredibly difficult geology as recently as the 1950s.
In 2007, with Odebrecht as the main contractor, the tunnel was finally completed using a 5.3 m diameter Robbins Main Beam TBM after other attempts with conventional methods failed. The route is the world’s second deepest civil works tunnel with overburden of up to 2,000 m. The tunnel alignment traverses complex geology consisting of quartz porphyry, andesite, and tuff with rock strengths ranging from 60 to 225 MPa UCS. The machine crossed over 400 fault lines including two major faults of approximately 50 m wide.
A Rocky Start
The machine was launched in March 2007, in ground conditions that immediately became more complex than anticipated. As the height of the overburden increased, long stretches of extremely loose, blocky ground were encountered. TBM utilization was as low as 18.7% of working time because rock support installation was requiring a very high 43.5% of the working time.
One of the main problems faced was ground deterioration and the resulting falls of blocky ground. The majority of these events occurred during the time taken for the newly excavated bore to pass behind the rear fingers of the roof shield, where ring beams and mesh were installed.
Modifying the Machine in the Tunnel
During consultations between Robbins and Odebrecht, a decision was made to modify the machine in the tunnel. The TBM would be reworked to use the McNally roof support system, which allows support to be installed directly behind the main roof shield. Crews removed the roof shield fingers and installed a series of rectangular pockets in their place. The pockets ran from the rear side of the cutterhead to the trailing edge of the roof support. These pockets were designed to be used with rebar, which is part of the McNally Roof Support System. At a later stage when the ground conditions worsened these pockets were extended to cover the sides of the TBM as well.
The McNally Support System
One big advantage of the McNally support system is that it is possible to install ground support closer to the face than other ground support methods used on TBMs. It holds loose rock in place, which in turn helps to activate the strength of the rock mass and maintain the inherent strength of the tunnel arch. When used correctly the system can significantly reduce the time taken to provide adequate support. It can also offer reductions in the level of support required, and contain rock bursts and collapsing ground. The greatest benefit of the system, by far, is its ability to provide a much safer work area.
Incorporation of the McNally support system and various other modifications to the TBM resulted in a steady increase in production rates in spite of continuous rock bursting events. The machine broke though in December 2011 having achieved production rates in excess of 670 m a month.
Make short work of an unforeseen cavern: The MKTVARI project
The Republic of Georgia’s Mktvari Hydropower Plant Construction project, along the river of the same name, was a challenge from the outset. The initial contractor used drill and blast for the 9.5 km long headrace tunnel through hard rock, but after 1.5 years they had only advanced about 200 m. The new contractor took over a previously-ordered non-Robbins hard rock machine but enlisted Robbins to help with the TBM assembly. They also wanted Robbins to be available if problems occurred. The machine did well at the outset, boring up to 900 m per month. But then, the machine hit bad ground.
Crews hit an unforeseen cavern above the TBM and were unsure of how to proceed through mixed layers of breccia, andesite, and bands of clay with light water inflows. A Robbins Field Service Manager was sent to the site, where he determined that the cavern was part of a fault zone consisting of unstable material that fell onto the cutterhead. At the time of his arrival, the TBM had passed through most of the fault zone but huge voids were left behind the segments.
Using pea gravel pumped through holes drilled in the segments, combined with cementitious grout, the crew was able to stabilize the existing segments and safely advance through the cavern in about 10 additional segments. There was also a probe drill onsite that had not been used; the Robbins manager persuaded the crew to install the probe drill and conduct systematic probing ahead of the machine, in case a larger section of clay was encountered.
As can be seen in these examples, planning is key. But, even the best-laid plans can go awry. When conditions go from bad to worse, having an expert team of personnel on your side is by far the most valuable tool and the most positive predictor of a project’s ultimate success. That true story I started off with certainly wasn’t the first such incident in the tunneling world, and it won’t be the last. Be prepared by arming yourself with knowledge, and with a knowledgeable team.
Information at your Fingertips
Learn more about our vast experience in difficult ground conditions. Our selection of white papers covers some of the world’s most challenging projects, while our Project Solutions section offers many examples of past successes.
There are many elements that contribute to the success of a project: having an accurate report of ground conditions, choosing the proper equipment, having a well-trained team operating the tunnel boring machine—and behind it all—the utilization of a high-quality conveyor system. As tunneling machines evolve and bore at continuously faster rates, rapid muck removal becomes more important than ever. Robbins conveyor systems are capable of moving more than two thousand US tons of muck per hour—saving time and money on every project that uses the complete system.
In Akron, Ohio, a major milestone has been reached for Robbins conveyors. Running behind a Robbins 9.26 m (30.4 ft) diameter Crossover TBM is the 100th Robbins Continuous Conveyor System supplied for muck removal—more than any other TBM conveyor supplier has sold. The conveyor in Akron is just one landmark event in the long history of Robbins conveyors, the start of which can be traced back to the first ever documented use of a continuous conveyor system behind a TBM.
Pioneering Muck Removal
The prototype for the conveyor systems we know today was developed by James S. Robbins in 1963 and was built using a Goodman coal-mine conveyor instead of muck cars which were more commonly used during that period. The conveyor ran behind what was, at the time, the largest TBM in the world. The 11.2 m (36.7 ft) diameter Robbins Main Beam was built for the Mangla Dam Project in what was then known as West Pakistan. The 4.3 km (2.7 mi) long tunnel was built to control water flow from the Jhelum River for use in agriculture and hydro-electric power.
The conveyor design had originally been used for coal and potash mines and was adapted for use behind the TBM. An extendable belt was side-mounted in the tunnel, leaving room for man-access and rail tracks to carry materials. Belt tension was maintained using a belt cassette. “They were able to operate continuously. It worked like a charm—and then the extensible conveyor was forgotten by the industry because it was perceived by contractors and owners as too much of an investment,” explained Dick Robbins, former President and CEO of The Robbins Company, in a 2013 article for World Tunnelling. It would be another 30 years after the successful completion of the Mangla Dam tunnel until conveyors became a standard means of muck removal in the tunneling industry.
Persistently Moving Forward
Conveyors have come a long way since their first use. Unlike the system used for the Mangla Dam project—which was limited to the use of a straight belt—conveyors can now wrap around curves and bring rock vertically up a shaft to the surface. “The control system, along with monitoring systems, has dramatically improved,” says Dean Workman, Robbins Director of Conveyors, Cutters, and SBUs. “The components have all been enhanced, giving a much longer life to the conveyor system. Contractors are using the same conveyors on multiple projects with minor refurbishments between projects.” While the basic function of a conveyor has stayed the same—muck hauling—the quality of conveyor systems has certainly changed.
In a new design that is being used for the Los Angeles Purple Line Extension, continuous conveyors have gained another ability, they are now able to change direction. The unique system can be flipped to accommodate two machines boring parallel tunnels eastward before being re-launched to bore west. Due to the narrow launch shaft, modular components were designed to save space, and were built using a kit of secondhand parts, showcasing the long-life conveyor systems are capable of. “We are always looking to improve the design and function of the system,” says Workman, “modular components are a benefit to the contractor when installing, maintaining, and shipping the equipment.”
As progress continues and new technology provides advancements for the industry, The Robbins Company continues to uphold the pioneering spirit that James S. Robbins brought to tunneling with his trailblazing developments.
At any given time, Robbins TBMs are operating at dozens of jobsites around the world. Our dedicated Field Service personnel take video and pictures of the TBM progress often, so we’ve decided to offer a quarterly roundup of what’s going on in picture and video format–from deep TBM assembly in New York, USA to an epic TBM launch in the Himalayan mountains of Nepal. Read on to found out the latest.
TBM Assembly in a Deep Shaft in New York, USA
A 6.8 m (22.3 ft) Robbins Single Shield TBM, designed for water pressures up to 20 bar, is undergoing assembly and testing at the Delaware Aqueduct Repair Project. The TBM will be launched from a starter tunnel at the bottom of a 274 m (900 ft) deep shaft.
TBM Assembly Time Lapse
Epic TBM Launch in the Himalayan Mountains
In the Siwalik Range of the southern Himalayan Mountains of Nepal, a 5.06 m (16.6 ft) Robbins Double Shield embarked to bore the Bheri Babai Diversion Multipurpose Project (BBDMP). The TBM launched on October 14. See the drone footage taken by our own Field Service TBM Mechanic Thomas Fuchs:
Crossover Machine Startup in Akron, Ohio
On October 19, a Robbins 9.26 m (30.4 ft) diameter Crossover (XRE) TBM launched below Akron, Ohio, USA to bore the OCIT tunnel. The machine is excavating in soft soils that will transition into mixed face and then full face shale. Before its launch, personnel at the jobsite filmed the cutterhead testing in a unique way. Watch the video below for more:
Over 20 years ago, a Robbins open-type machine set three world records while tunneling in the picturesque Blue Mountains in Australia. You may be asking yourself, why is this significant? Why drudge up a project that is surely outdated at this point in our industry’s history? The fact of the matter is, two decades have passed and the Robbins open-type TBM chosen for this project is still considered to be the world’s fastest TBM.
In 1993, the 3.4 m (11 ft) diameter TBM was chosen to bore two sewage tunnels in the Blue Mountains near Sydney, Australia. At the time, there had been a rapid expansion of urban developments within the Blue Mountain National Park, causing an influx of pollution to enter streams as the result of septic tank runoff and outdated sewage treatment plants.
The Blue Mountains Sewage Transfer Project comprised of approximately 40 km (25 mi) of tunnels, two of which were TBM-driven using the Robbins machine. The first, the Katoomba Carrier tunnel, was 13.4 km (8.3 mi) long and the second, the Lawson Carrier, was 3.5 km (2.1 mi) long. While the Lawson Carrier tunnel was finished five weeks prior to the expected completion date, it was during the Katoomba Carrier tunnel that all three records were set. During excavation the machine set the following world records: best day of 172.4 m (565.6 ft), best week of 702.8 m (2,305.7 ft), and a best monthly average of 1,189 m (39,000 ft) within its size range of 3 to 4 m (9.8 to 13.1 ft) diameter machine. Two of those records—the best day and best week—are the fastest ever recorded and have yet to be surpassed by any TBM of any size.
Custom Machine Design
There were many factors that played into this machine’s success—the system utilized on this project required a well-planned design, careful operation, and regular maintenance. As many people involved in tunneling know, choosing the right equipment for the geology can make or break a project. Detailed empirical data allowed the contractor to accurately predict what kind of ground they would encounter and prepare accordingly. The National Park is located within the Triassic Sydney Sedimentary Basin and is comprised primarily of sandstones and claystones. Anticipating this geology, the 3.4 m (11 ft) diameter machine’s cutterhead was dressed with 25 Robbins 17-inch diameter disc cutters designed for soft yet abrasive rock formations.
The 13.4 km (8.3 mi) long Katoomba Carrier tunnel was originally planned to comprise of multiple short tunnels, several kilometers in length each, with intermittent portals to shorten drives. Ultimately it was decided to make the project one continuous tunnel, which led to higher advance rates and deemed it—at the time—the longest single-drive TBM tunnel. Not only did this change save time, but it also allowed boring to be less disruptive to the landscape.
In addition, the project was the first in Australia to utilize a continuous conveyor system. Due to the length of the tunnel, the use of traditional muck cars for muck removal would have taken too much time and were seen as an inadequate solution. The 106-m (347.8 ft) long system boosted production rates, with a best day of 1,565 m³ (55,267 ft³) of in-situ material removed from the Katoomba tunnel.
Ground support throughout the tunnel comprised of a combination of resin grouted bolts, mesh, steel straps and steel sets. In the sturdier sandstone, however, the tunnel was left largely unlined and instead shotcrete was applied to areas of poorer, softer rock.
As boring progressed, the sandstone proved to be softer than expected. Instead of the predicted average of 80 MPa ranging from 20 MPa to 150 MPa, it averaged 40 MPa to 50 MPa with a range of 10 MPa to 100 MPa. This ideal material could also have contributed to the Robbins machine’s record breaking results and its early breakthrough, which occurred nine months ahead of schedule.
The Robbins Mk 12C’s performance on the tunnel boring portion of the project substantially surpassed all expectations. Not only did it set the previously mentioned world tunneling records, but it also helped the project as a whole finish 17 months ahead of schedule, saving not only on time but on significant financial costs.
1970年，Martin Knights 毕业于土木工程专业，并作为他的第一个隧道掘进机项目，在英国利物浦的Mersey公路隧道工程中担任现场工程师。这条2.5英里长的双隧道工程的主要特点是采用了翻新的直径35英尺罗宾斯掘进机，它曾在巴基斯坦的曼格拉水坝上驱动了一些供水隧道。几十年来，Knights曾在几家咨询公司工作过，在几十年里参与过一些重要的隧道工程项目，最近他也担任CH2M / Halcrow公司的总经理兼副总裁。他也是2007 – 2010年国际隧道协会(ITA)的主席。他目前是自己公司的独立顾问，Martin Knights咨询公司。
最近，在挪威卑尔根举行的ITA培训课程上，我做了一场关于从维多利亚时代到现在的软地掘进机发展的讲座。这需要一些研究:我查阅了参考书，并与世界隧道掘进机专家们交谈。在研究中，我看到过去的40年重大项目的参数, 被技术细节的水平和要求工程师在合同文件规定触动到:似乎有一种倾向, 过度的参数囚禁了承包商和设备供应商过去的尝试-实践的测试。那些最适合创新和尝试新想法的机会在哪里?
这让我想起了2009年11月在汉堡、德国斯图瓦(STUVA)展览和会议上Lok Home(罗宾斯总统)对我的挑战。Lok和我，以及ITA和tunnelling世界的其他同事，进行了一个行业圆桌会议。当时我是ITA的总裁，两小时的讨论结束时，Lok问我:“ 那么，Martin，我和这个行业能为ITA做些什么呢? 我们与其他领先的隧道公司一样，向ITA提供赞助; 我们把展厅填满; 我们参与ITA会议期间举办社交聚会，并提供推广新技术的讲座。但我们作为设备制造商和供应商希望发挥更大的技术作用.
由于意识到ITA在默认情况下错过了，实际上，没有对那些很有才华为隧道掘提供创新的企业提供机会，我开始着手组建当时的新ITA技术论坛。我说“我”，但事实上，我自己，Lok(罗宾斯)，Normet的Tom Melbye, Amberg工程的Felix Amberg，以及海瑞克, Mapei, 阿特拉斯•科普柯，和其他人的同事，用了三个月的时间里准备，在技术和创新的ITA中，把ITAtech作为首要的议题推广。我们的目的是准备独立和共同商定的技术准则和整个国际隧道工业所支持的证据，这是ITAtech继续做的事情。它为承包商和设计师提供了制造、安装、设备和材料指南，并为隧道所有者创造了信心，即ITA的“品牌”正在监督这一重要的知识传播。
最近，英国土木工程师协会(UK Institution of Civil Engineers)的一位总裁将我们分散的行业流程与制造业、飞机和汽车行业进行了比较。实际上，他说“与那些行业不同——我们是否从装配、安装和构造中分离了初始、规划和设计?”“基础设施和采矿业依赖如此多的流程和伙伴关系，因为它们是如此分散和孤立。
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