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Singapore - Trenchless International

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PROjeCts<br />

October 2010 - <strong>Trenchless</strong> <strong>International</strong><br />

36<br />

The Robbins Double Shield Rockhead is steered continuously from an in-shield operator’s console.<br />

The Robbins Rockhead is excavating the first<br />

900 m with a mixed ground cutterhead for<br />

soft shale and limestone, before switching to<br />

a hard rock cutterhead.<br />

the seven tunnels, with their varying<br />

grades, result in a change of<br />

54 vertical metres over the course of the<br />

project. As a result of the elevation change,<br />

the tunnels travel through different strata<br />

consisting of softer shale and limestone for<br />

the first 900 m, changing to harder, drier<br />

shale and limestone for the later tunnels.<br />

to effectively excavate in the conditions,<br />

Midwest Mole needed a solution to excavate<br />

mixed ground as well as hard rock up to<br />

165 MPa UCs.<br />

“the Rockhead was the best suited to the<br />

project conditions based on our previous<br />

experience with similar Robbins machines.<br />

two-pass tunnelling with a Double shield<br />

Rockhead was also more cost effective<br />

than microtunnelling when we prepared our<br />

estimates,” said Mr Abernathy.<br />

the original contract allowed for either<br />

microtunnelling or two-pass tunnelling,<br />

which allows for installation of a primary<br />

liner before placing the carrier pipe.<br />

the Double shield Rockhead was<br />

designed with a mixed ground cutterhead<br />

that can be changed out for a hard rock<br />

cutterhead later on. the mixed ground cutterhead<br />

features 6.5 inch single disc cutters<br />

and carbide bits, combined with large<br />

openings in the cutterhead to ingest mixed<br />

ground and to allow for cutter changes.<br />

the hard rock cutterhead is dressed<br />

with 11.5 inch diameter single disc cutters<br />

and abrasion-resistant muck scrapers, as<br />

well as a cutterhead opening for cutter<br />

changes. Crews will switch out the cutterhead<br />

between crossings in one of the<br />

launch/receiving shafts.<br />

how it works<br />

the Robbins Double shield Rockhead<br />

(sBU-RHDs) is a tunnelling machine for use<br />

on longer utility installations, usually over<br />

180 m, in unstable ground. It is also typically<br />

used for line and grade-critical installations<br />

such as gravity sewers, as the machine can<br />

be continuously steered from an in-shield<br />

operator’s console. Line and grade are<br />

monitored continuously using a laser targeting<br />

system.<br />

the machine, available in diameters from<br />

1.3 to 2 m, consists of a circular cutterhead<br />

optimised for either mixed ground or hard<br />

rock. Hard rock disc cutters are capable of<br />

excavating ground ranging from 25 to over<br />

175 MPa UCs.<br />

As the cutterhead rotates, disc cutters<br />

penetrate the rock face and create a ‘crush<br />

zone’ through which fractures propagate.<br />

Material between adjacent crush zones is<br />

then chipped from the rock face.<br />

Muck scrapers scoop the muck into<br />

openings on the cutterhead called muck<br />

buckets, which transfer the material to a<br />

machine belt conveyor. Muck removal from<br />

the site is by either a belt conveyor or<br />

muck cars.<br />

crossing excavation<br />

Excavation of the first tunnel began on<br />

19 May 2010, from an 11 m deep shaft.<br />

the Robbins Rockhead completed its first<br />

474 m long drive in three months, holing<br />

through on 18 August into a shaft site.<br />

“the mixed ground cutterhead is ideal for<br />

the ground. After 474 m there is almost no<br />

perceptible wear of the teeth or disc cutters.<br />

the machine also drives very smoothly and<br />

has plenty of power for these conditions,”<br />

said Mr Abernathy.<br />

Crews reported advance rates averaging<br />

150 mm per minute in low strength<br />

shale using the mixed ground cutterhead.<br />

Advance rates topped out at 32 m in<br />

24 hours, or 21 1.5 m long ring beam and<br />

board sets in two ten-hour shifts. the swift<br />

advance comes despite some unforeseen<br />

difficulties, including a section directly below<br />

the creek bed with significant groundwater,<br />

and gripper slippage in the soft, wet ground<br />

during machine pushes.<br />

the machine was launched from its<br />

receiving shaft to bore a second 575 m<br />

long tunnel on 30 August, following some<br />

maintenance and modifications. Changes<br />

included modifying the hydraulic system<br />

for increased gripper and roll correction<br />

cylinder pressure. the increases allowed<br />

the machine to grip and roll correct in the<br />

extremely soft, often wet rock.<br />

As the machine bores, a primary liner of<br />

ring beams and lagging is set every 1.5 m.<br />

After each ring is built, a muck train consisting<br />

of a battery-operated locomotive and<br />

three muck cars removes spoils from the<br />

tunnel. the muck will be used as back-fill<br />

around some of the shaft sites after project<br />

completion, and potentially as fill on private<br />

property in the area.<br />

Work on the launch/receiving shafts is<br />

ongoing – four shafts are now complete<br />

using a combination of drill and blast techniques<br />

and manual excavation. some open<br />

cut pipe jacking operations are also connecting<br />

existing, peripheral lines to the new<br />

sewer line.<br />

Midwest Mole recently utilised a<br />

760 mm diameter Robbins sBU-A for a<br />

46 m long crossing of the creek, which will<br />

connect a 460 mm diameter PVC sewer to<br />

the main line.<br />

the work to date has been successful,<br />

in large part due to teamwork between<br />

Midwest Mole, Robbins field service, and<br />

the project owner.<br />

“If there is one thing we would like to<br />

emphasise, it would be how willing the contractor<br />

has been to work with us throughout<br />

the project. In addition to proposing the<br />

tunnelling method, they planned value<br />

engineering that resulted in substantial<br />

cost savings,” said Mr Bloom.<br />

“When the project was bid, there were<br />

originally eleven shafts, but Midwest Mole<br />

proposed to eliminate three shafts. they<br />

obtained easement rights to alter the project<br />

alignment, and shortened the project schedule<br />

with their new plan.”<br />

All seven of the tunnels and the eight<br />

manhole shafts are expected to be completed<br />

by May 2012.<br />

Primary Program (Jan. 25-27)<br />

I Introduction to Sewer & Water Rehab Technologies<br />

II Sewer Construction, Rehabilitation & New Technology<br />

III Cured-in-Place Pipe<br />

IV Pipe Bursting: View from the Field<br />

V WaterWorks Conference: Facing Reality<br />

VI Storm Water<br />

VII <strong>Trenchless</strong> Technical Symposium<br />

VIII HDD: Rigonomics & Operations<br />

IX Alternative Energy Construction<br />

X Damage Prevention & Safety Conference<br />

XI Underground Utilities Construction<br />

CEUs and PDHs available!<br />

AKKERMAN<br />

Reduced<br />

Registration<br />

Rates In<br />

Effect!

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