North American Special - Trenchless International

North American Special - Trenchless International North American Special - Trenchless International

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north america April 2009 - Trenchless International • Geophysical surveys of 29 km of tunnel • Probe and core drilling • Fibre optic scope inspection • Test grouting program • Epoxy mortar lining – test section • High quality video recording • Walk-through inspections in 5.3 km length of pressurised section of NCA. In general the design phase focused on restoration of the brick lining rather than its replacement with concrete or shotcrete. Where significant defects had been observed in previous inspections and were determined to require larger-scale repairs, in situ concrete was used. (Figure 2). The design phase also considered temporary structures, such as the design of standby bulkheads to fit inside the shafts in the pressurised section of the NCA. These temporary bulkheads would serve as a means of restoring the service of the NCA should it be required to provide water to the city in the event of an emergency situation elsewhere in the water supply system. In addition, the design phase included mechanical engineering for the inspection and replacement of ageing infrastructure such as pipes, gates and valves. Diagram showing the horseshoe-shaped brick liner of the New Croton Aqueduct in the gravity flow portions of the alignment. The profile on the left shows a typical cutand-cover section: the profile on the right is typical of the mined sections. Source: The City of New York Aqueduct Commission, 1895. Part 2: inspection Objective The objective of the shaft and tunnel inspections was to locate and document defects. Information gathered during the visual inspection was used to establish focal areas for both future repair contracts and further field investigation, which included coring, probe drilling, fibre optic scope inspection and test grouting. Inspection of the tunnel and shafts The scope of the inspection work under the construction contract included assessing the condition of the 9.6 km long pressurised section of NCA and inspection of shafts, headhouses and blow-off structures in both the pressurised and gravity sections. Tunnel inspection was performed between stations. Brick-lined portions of the tunnel and shafts were sounded, and the entire tunnel alignment was visually inspected. Potential voided areas were recorded in the field log and marked on the wall for possible future probe hole drilling. The lowest part of the invert was typically covered with water 100 to 200 mm deep, preventing inspection; but defects were noted when observed. The siphon under the Harlem River extends to a depth of 122 m. The purpose of performing an ROV inspection instead of dewatering the siphon and performing a walk-through inspection, was to minimise the risk of the lining buckling due to external water pressure acting on an empty lining. The siphon has never needed dewatering since it was brought into operation in 1891. The ROV was equipped with high resolution video and dual imaging sonar instruments. The objective was to verify shaft and siphon lining materials and construction features, to assess sediment levels and debris accumulations, to locate defects and to obtain video and sonic records of the structures. Testing the ground Non-destructive geophysical testing was performed within Gould’s Swamp and a fibre optic testing program was conducted at locations that appeared from the visual and geophysical investigations to merit Test grouting operations in the Bronx pressurised aqueduct. further investigation. Continuous diamond core drilling was performed on selected areas of the aqueduct to obtain samples of the tunnel lining, mortared and grouted rubble, and foundation bedrock for material identification and laboratory testing to determine engineering properties. Test grouting was performed in both the Bronx and Manhattan pressurised tunnels and at two shaft locations. The comprehensive field investigation program was used to assess the current condition of the NCA and to design a rehabilitation program. Overall, the tunnel and shafts are in very good condition, with reparable leaks or defects at some locations. The visual inspection identified tunnel defects and the geophysical inspection determined the condition of the brick liner and the grouted and mortared rubble backing. Visual and geophysical inspection findings frequently complement the laboratory test results. The test grouting program successfully stopped or decreased inflows into the test areas. The locations of abandoned shafts were verified using geophysical methods. Investigations of the ‘soft rock zone’ determined that the area is geologically stable. There are a total of 49 shafts along the aqueduct alignment, ranging from large chambers in cut-and-cover sections, to small diameter shafts up to 113 m deep. Seventeen of these shafts were filled at the end of construction and are difficult to detect from the ground surface or from within the tunnel. Eight shafts were lined with a combination of brick and Cast Iron. Most were rimmed with granite collars, typically 350 mm thick, at the surface. Collars at the tunnel intersection are up to 600 mm thick. Most shafts had steel ladders from the ground surface to the tunnel crown which often exhibited oxidation, tuberculation and/or section loss. The shafts were in very good to excellent condition, overall. The Harlem River siphon and associated structures were successfully inspected by a ROV and found to be aligned according to historic drawings and without evidence of major displacement or defects. Heavy groundwater inflow encountered after drilling into a water-filled void. Inflow rates subsided over the following 48 hours and were significantly reduced after grouting. Part 3: rehabilitation The goal of the project was to restore the gravity flow section of the aqueduct to optimal operating condition, thus extending the lifespan of this significant water supply for the New York City metropolitan area. A large-scale contact grouting program was performed in the horseshoe-shaped gravity flow sections of the aqueduct, with the objective of filling identified voids behind the liner, filling fractures in broken mortared and grouted rubble and foundation bedrock materials, and reducing water infiltration into the tunnel. Cover depths of the aqueduct vary considerably, ranging from a few to hundreds of metres, typically consisting of hard rock. Primarily mined using conventional methods of the late 1800s, construction of the NCA also employed cut-and-cover methods in several low-lying sections of the alignment, totalling approximately 1.6 km. The NCA passes through numerous lithologic changes, fault/shear zones and under several significant water bodies, including the Pocantico and Saw Mill Rivers and the Tarrytown Reservoir. It also passes under the Harlem River as a siphon at a depth of approximately 122 metres below grade. Soon after construction, reports on the NCA from The Aqueduct Commission documented prominent defects in the tunnel, such as large voids behind the lining. More recently, large-scale inspections of the gravity flow section, performed during the 1990s, and a 2004 inspection of portions of the pressurised sections, have revealed additional defects, such as open and/or deteriorated masonry joints/cracks, leaks ranging from trickles to several gallons per minute into and out of the aqueduct, missing bricks, formed openings, and in one place, a rupture through the liner with discernible offset. Despite these defects, the generally good condition of the NCA is remarkable. It is not uncommon to traverse several miles through the aqueduct without noting any significant defects. Major liner repair Major liner repair work consisted of cast-in-place reinforced concrete for filling of existing formed openings located at or near the crown of the tunnel and areas of brick heave located within the tunnel invert. Areas requiring brick replacement were minimal, totalling only 14.8 square metres. The successful rehabilitation of the 38 km long gravity flow section of the New Croton Aqueduct resulted from good management and positive working relationships among the owner, the engineering consultants and the contractor. The rehabilitation was completed on schedule within approximately 17 months, with crews working a typical eight-hour work shift five days a week. This is an edited version of a paper by A. Noble, D. Roberts and A. Fareth. Please refer to the paper for more detailed information, acknowledgements and references. north america April 2009 - Trenchless International 58 59

disc cutter heads to work through the bore at a pace. This ensures a steady flow of the rock cuttings, and prevents any significant hindrance to the spoil return process. For this job, the spoils varied from a powdery dirt substance to finger nail clipping size remnants. The RPM rate must be balanced to coincide with the thrust pressure being produced by the auger boring machine. Throughout the total distance bored, the auger boring crew had to keep a careful eye on the variable factors that influence the amount of thrust to apply including: psi level of the rock being cut, total size of the bore, rate of spoil return, diameter of the cutting head, and overall machine torque output and speed. The bore maintained a variable output of 220,000 ft-lbs. of thrust. north america April 2009 - Trenchless International Auger boring through hard rock: overcoming the challenge by Rob Foster Hard rock is the true nemesis of the auger boring contractor, the evolution of auger boring knowhow and its increased recognition as a more widely used and understood method of underground technology has introduced disc cutter head product tooling. The disc cutter concept borrows on a smaller diameter platform than the cutting method that large tunnelling machines utilise to rotate, fracture, and remove rock chip spoils from the bore path. Manufacturers such as American Augers (AA) are developing and seeing proven field results in their version of the disc cutter head. One example of creating success with man, machine, and technology is an auger boring job in Pennsylvania, USA through an unyielding rock formation. Cutting through The contract in Doylestown, Pennsylvania called for the installation of a 37 metre long gas pipeline under a two lane roadway. Henkels and McCoy subcontracted Case Boring Corporation from Gasport, Advantages of a disk cutter From the perspective of the contractor, the advantage to using a disc cutter head is that the unit is mounted directly to the product casing, which enhances cutter head stability and allows for longer cutter life. The individual cutters are manufactured with high strength steel that allows for increased working life because during use they perform a rolling motion that creates no friction. The disc cutter also benefits the operator by maximising performance in various geological formations and is designed to withstand the severe loading of mixed face conditions. Disc cutter heads have the ability to be industry wide contributors because they are compatible to any make or model of auger boring machine and auger section that is fitted with a 4 inch or 5 inch hex. New York to install the pipeline. Confronting the span of the bore was a sandstone deposit that the disc cutter was more than capable of surmounting, as the engineering design is suitable for intrusive rock formations up to 25,000 psi. Case Boring Corporation representative Mark Case said “The AA disc cutter head was the exact right choice for the job. It was effective and productive in both solid and very fissured rock, the type of rock that can give a boring contractor fits with other types of tooling.” The Case Boring crew created a 15 metre long and 3 metre deep shored pit, operating on 30 feet of auger boring extension track, which would set the stage for either achieving success or create less than ideal conditions. Using a 1990 model of a 60-1,200 auger boring machine and a brand new 36 inch diameter disc cutter head, the Case Boring operator began pushing the product through the sedimentary landscape at a steady rotational speed. Maintaining consistent speed in a slow, but optimum range of 17 – 25 RPM allows Excavator An excavator was also used when the excavator bucket was placed on the product casing in close proximity of the disc cutter to apply pressure and to aid in the stability of the cutter as the machine made the initial penetration of the rock wall. This practice is typical for most disc cutter head jobs because the critical nature of the cutters first contact with earthen embankment will create some vibration that if not supported or monitored could cause the line of the bore to be compromised. The excavator was withdrawn shortly after the entire disc cutter had disappeared into the formation, and the vibration ceased because the head and the product casing was now shrouded in the compact composition of the earth, and the operators of the bore had settled the machine into a ‘sweet spot’ that would allow them to steadily progress. The bore The bore was done at zero percent grade. If maintaining line and grade is required, the disc cutter is equipped with power assisted steering jacks, ensuring steering corrections can be made with ease. In total, it took one and a half days to complete the bore. A traditional auger bore, without the disc cutter, would have been difficult and time consuming. AA Field Service Technician Jim Lee said “Using conventional product tooling this bore would have been possible, but we may have only been able to bore five to eight feet per day. I know from experience using a traditional rock cutting head in that type of sandstone would of required constant maintenance in replacing the carbide bullet tips every two or three feet.” Mr Case agreed, “Without the disc cutter the bores would have taken three times longer to complete, involving considerable re-tooling and time spent pulling and reinserting the auger. The head turned very easily, greatly reducing wear and tear on our auger string and drive train.” Auger boring for tough conditions Auger boring and its associated equipment or tooling, like disc cutter heads, are typically less expensive and reduce downtime more so than the conventional practice of open trenching. In neighbourhoods, metropolitan zones, wetlands/waterways, and in infrastructure development areas auger boring creates less physical disruption and can save a considerable amount of expense on product installation, reduce restoration costs and provides a tremendous amount of goodwill to the community and its inhabitants. Another down time limiting factor for disc cutter heads is that the large diameter of the head allows the head to retract from the face without moving the product casing. Having a retractable cutting head also allows for cutter change and service that can be accomplished outside of the heading. Auger boring itself is a test of both man and machine, but when those two factors are confronted with tough ground formations that can stress human emotions and mechanical muscle, the real test is how utilising proven practices and today’s technology, like disc cutter heads, can prevail in complicated situations. “The disc cutter head will allow us to make bores in a much more cost effective way than ever before. We will be able to entertain boring longer crossings than ever before due to the easy turning nature of the head and the unique steering advantages the head give us,” said Mr Case. north america April 2009 - Trenchless International 60 61

disc cutter heads to work through the bore<br />

at a pace. This ensures a steady flow of<br />

the rock cuttings, and prevents any significant<br />

hindrance to the spoil return process.<br />

For this job, the spoils varied from a powdery<br />

dirt substance to finger nail clipping<br />

size remnants.<br />

The RPM rate must be balanced to<br />

coincide with the thrust pressure being<br />

produced by the auger boring machine.<br />

Throughout the total distance bored, the<br />

auger boring crew had to keep a careful<br />

eye on the variable factors that influence<br />

the amount of thrust to apply including: psi<br />

level of the rock being cut, total size of the<br />

bore, rate of spoil return, diameter of the<br />

cutting head, and overall machine torque<br />

output and speed. The bore maintained a<br />

variable output of 220,000 ft-lbs. of thrust.<br />

north america<br />

April 2009 - <strong>Trenchless</strong> <strong>International</strong><br />

Auger boring through hard rock:<br />

overcoming the challenge<br />

by Rob Foster<br />

Hard rock is the true nemesis of the auger boring contractor, the evolution of auger boring knowhow<br />

and its increased recognition as a more widely used and understood method of underground<br />

technology has introduced disc cutter head product tooling.<br />

The disc cutter concept borrows<br />

on a smaller diameter platform than the<br />

cutting method that large tunnelling<br />

machines utilise to rotate, fracture, and<br />

remove rock chip spoils from the bore<br />

path. Manufacturers such as <strong>American</strong><br />

Augers (AA) are developing and seeing<br />

proven field results in their version<br />

of the disc cutter head. One example<br />

of creating success with man, machine,<br />

and technology is an auger boring job in<br />

Pennsylvania, USA through an unyielding<br />

rock formation.<br />

Cutting through<br />

The contract in Doylestown, Pennsylvania<br />

called for the installation of a 37 metre<br />

long gas pipeline under a two lane roadway.<br />

Henkels and McCoy subcontracted<br />

Case Boring Corporation from Gasport,<br />

Advantages of a disk cutter<br />

From the perspective of the contractor, the advantage to using a disc<br />

cutter head is that the unit is mounted directly to the product casing,<br />

which enhances cutter head stability and allows for longer cutter life.<br />

The individual cutters are manufactured with high strength steel that<br />

allows for increased working life because during use they perform a<br />

rolling motion that creates no friction. The disc cutter also benefits the<br />

operator by maximising performance in various geological formations<br />

and is designed to withstand the severe loading of mixed face<br />

conditions.<br />

Disc cutter heads have the ability to be industry wide contributors<br />

because they are compatible to any make or model of auger boring<br />

machine and auger section that is fitted with a 4 inch or 5 inch hex.<br />

New York to install the pipeline.<br />

Confronting the span of the bore was a<br />

sandstone deposit that the disc cutter was<br />

more than capable of surmounting, as the<br />

engineering design is suitable for intrusive<br />

rock formations up to 25,000 psi.<br />

Case Boring Corporation representative<br />

Mark Case said “The AA disc cutter head<br />

was the exact right choice for the job. It<br />

was effective and productive in both solid<br />

and very fissured rock, the type of rock<br />

that can give a boring contractor fits with<br />

other types of tooling.”<br />

The Case Boring crew created a<br />

15 metre long and 3 metre deep shored<br />

pit, operating on 30 feet of auger boring<br />

extension track, which would set the stage<br />

for either achieving success or create less<br />

than ideal conditions.<br />

Using a 1990 model of a 60-1,200<br />

auger boring machine and a brand new<br />

36 inch diameter disc cutter head, the<br />

Case Boring operator began pushing<br />

the product through the sedimentary<br />

landscape at a steady rotational speed.<br />

Maintaining consistent speed in a slow,<br />

but optimum range of 17 – 25 RPM allows<br />

Excavator<br />

An excavator was also used when the<br />

excavator bucket was placed on the product<br />

casing in close proximity of the disc<br />

cutter to apply pressure and to aid in the<br />

stability of the cutter as the machine made<br />

the initial penetration of the rock wall.<br />

This practice is typical for most disc cutter<br />

head jobs because the critical nature<br />

of the cutters first contact with earthen<br />

embankment will create some vibration<br />

that if not supported or monitored could<br />

cause the line of the bore to be compromised.<br />

The excavator was withdrawn<br />

shortly after the entire disc cutter had<br />

disappeared into the formation, and the<br />

vibration ceased because the head and<br />

the product casing was now shrouded<br />

in the compact composition of the earth,<br />

and the operators of the bore had settled<br />

the machine into a ‘sweet spot’ that would<br />

allow them to steadily progress.<br />

The bore<br />

The bore was done at zero percent<br />

grade. If maintaining line and grade is<br />

required, the disc cutter is equipped with<br />

power assisted steering jacks, ensuring<br />

steering corrections can be made with<br />

ease. In total, it took one and a half days<br />

to complete the bore. A traditional auger<br />

bore, without the disc cutter, would have<br />

been difficult and time consuming.<br />

AA Field Service Technician Jim Lee<br />

said “Using conventional product tooling<br />

this bore would have been possible, but<br />

we may have only been able to bore five<br />

to eight feet per day. I know from experience<br />

using a traditional rock cutting<br />

head in that type of sandstone would of<br />

required constant maintenance in replacing<br />

the carbide bullet tips every two or<br />

three feet.”<br />

Mr Case agreed, “Without the disc cutter<br />

the bores would have taken three times<br />

longer to complete, involving considerable<br />

re-tooling and time spent pulling and<br />

reinserting the auger. The head turned<br />

very easily, greatly reducing wear and<br />

tear on our auger string and drive train.”<br />

Auger boring for tough conditions<br />

Auger boring and its associated<br />

equipment or tooling, like disc cutter<br />

heads, are typically less expensive and<br />

reduce downtime more so than the conventional<br />

practice of open trenching.<br />

In neighbourhoods, metropolitan zones,<br />

wetlands/waterways, and in infrastructure<br />

development areas auger boring<br />

creates less physical disruption and can<br />

save a considerable amount of expense<br />

on product installation, reduce restoration<br />

costs and provides a tremendous<br />

amount of goodwill to the community and<br />

its inhabitants.<br />

Another down time limiting factor for<br />

disc cutter heads is that the large diameter<br />

of the head allows the head to retract<br />

from the face without moving the product<br />

casing. Having a retractable cutting<br />

head also allows for cutter change and<br />

service that can be accomplished outside<br />

of the heading.<br />

Auger boring itself is a test of both man<br />

and machine, but when those two factors<br />

are confronted with tough ground formations<br />

that can stress human emotions and<br />

mechanical muscle, the real test is how<br />

utilising proven practices and today’s<br />

technology, like disc cutter heads, can<br />

prevail in complicated situations.<br />

“The disc cutter head will allow us to<br />

make bores in a much more cost effective<br />

way than ever before. We will be<br />

able to entertain boring longer crossings<br />

than ever before due to the easy turning<br />

nature of the head and the unique steering<br />

advantages the head give us,” said<br />

Mr Case.<br />

north america<br />

April 2009 - <strong>Trenchless</strong> <strong>International</strong><br />

60<br />

61

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