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TECCO® mesh for ground support in underground mining

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TECCO ® <strong>mesh</strong> <strong>for</strong> <strong>ground</strong> <strong>support</strong><br />

<strong>in</strong> under<strong>ground</strong> m<strong>in</strong><strong>in</strong>g<br />

Fast, safe and fully mechanised <strong>in</strong>stallation with<br />

the ROCK MESHA ® <strong>in</strong>stallation handler<br />

TECCO ® Under<strong>ground</strong> / Technical documentation / December 2009


TECCO ® Under<strong>ground</strong> / Technical documentation / December 2009<br />

TECCO ® <strong>mesh</strong> <strong>for</strong> <strong>ground</strong> <strong>support</strong><br />

<strong>in</strong> under<strong>ground</strong> m<strong>in</strong><strong>in</strong>g<br />

Fig. 1: Geometry of the TECCO ® <strong>mesh</strong><br />

and the delivery of the <strong>mesh</strong> <strong>in</strong> rolls<br />

2<br />

1. TECCO ® FOR SURFACE SUPPORT IN TUNNELS<br />

TECCO ® <strong>mesh</strong> offers a <strong>support</strong> system <strong>for</strong> most <strong>ground</strong> conditions. It is made<br />

from high-tensile steel wire with a tensile strength of 1’770 N/mm 2 . The wire<br />

is sufficiently tough and does not behave <strong>in</strong> a brittle manner. It can be<br />

stretched over sharp rock edges without susta<strong>in</strong><strong>in</strong>g damage. The <strong>mesh</strong> is<br />

diamond shaped and along the edges, the wires are bent over and double<br />

twisted <strong>in</strong> such a way that this connection is as strong as the <strong>mesh</strong> itself. The<br />

<strong>mesh</strong> is produced <strong>in</strong> rolls and can be manufactured <strong>in</strong> widths of up to 3.5 m<br />

and <strong>in</strong> tailor-made lengths correspond<strong>in</strong>g to the tunnel surface.<br />

Due to the use of high-tensile wire, the <strong>mesh</strong> is very light <strong>in</strong> relation with its<br />

strength (2.6 kg/m2 ). For corrosion protection, the wires are coated with a<br />

special alum<strong>in</strong>ium-z<strong>in</strong>c coat<strong>in</strong>g (GEOBRUGG ULTRACOATING ® or GEOBRUGG<br />

SUPERCOATING ® ) which has a higher corrosion resistance than standard galvanis<strong>in</strong>g.<br />

Comparison tests with conventional galvanized wires yield at least<br />

a three to four times longer lifespan.<br />

A special equipment, the ROCK MESHA <strong>in</strong>stallation handler, offers a fast and<br />

safe application of the <strong>mesh</strong>.<br />

1.1 Field of applications:<br />

• General surface <strong>support</strong> <strong>in</strong> tunnels (<strong>mesh</strong> only or <strong>mesh</strong> <strong>in</strong> shotcrete)<br />

• Failures <strong>in</strong> high stressed <strong>ground</strong> conditions (rockburst)<br />

• Squeez<strong>in</strong>g <strong>ground</strong><br />

• Subsequent re<strong>in</strong><strong>for</strong>cement of shotcrete solutions<br />

• Tunnel reconstruction<br />

1.2 TECCO ® <strong>mesh</strong><br />

For poor or seismic <strong>ground</strong> condition, this high-tensile steel wire <strong>mesh</strong> has<br />

proven its per<strong>for</strong>mance and suitability <strong>for</strong> the application as rock burst <strong>support</strong><br />

or <strong>support</strong> <strong>for</strong> high-de<strong>for</strong>mable <strong>ground</strong> dur<strong>in</strong>g static and dynamic tests<br />

at the Western Australian School of M<strong>in</strong>es (WASM). Due to the high-tensile<br />

wire strength and ability <strong>for</strong> high de<strong>for</strong>mation of the high tensile <strong>mesh</strong>, this<br />

<strong>ground</strong> <strong>support</strong> system can be used <strong>in</strong> high stress environments.


2. TESTING OF THE HIGH-TENSILE CHAIN-LINK<br />

MESH TECCO ®<br />

In order to determ<strong>in</strong>e the mechanical properties of the <strong>mesh</strong>, TECCO ® was<br />

tested extensively <strong>for</strong> static and dynamic load<strong>in</strong>g at the Western Australian<br />

School of M<strong>in</strong>es (WASM).<br />

2.1 Static test<strong>in</strong>g<br />

The static response of high-tensile cha<strong>in</strong>-l<strong>in</strong>k <strong>mesh</strong> was determ<strong>in</strong>ed by test<br />

work <strong>in</strong> the WASM laboratories <strong>in</strong> Kalgoorlie. The figure opposite shows the<br />

response of three samples of the high-tensile <strong>mesh</strong> TECCO ® G80/4 where a<br />

1.3 x 1.3 m panel was loaded with a 300 x 300 mm steel plate. The hightensile<br />

<strong>mesh</strong> was able to bear a load of up to 100 – 110 kN be<strong>for</strong>e it failed<br />

at the edge of the load<strong>in</strong>g plate. Weld <strong>mesh</strong> <strong>in</strong> comparison failed with approximately<br />

40 kN, and mild steel cha<strong>in</strong>-l<strong>in</strong>k failed with less than 20 kN us<strong>in</strong>g<br />

the same test setup. All <strong>mesh</strong> types require some displacement at the beg<strong>in</strong>n<strong>in</strong>g<br />

to be activated and loaded.<br />

It was also found that the high-tensile cha<strong>in</strong>-l<strong>in</strong>k <strong>mesh</strong> can susta<strong>in</strong> an <strong>in</strong><br />

crease <strong>in</strong> load even after a wire has failed. It also does not unravel once a<br />

wire has failed. In earlier tests, the high-tensile <strong>mesh</strong> was tested <strong>in</strong> a way<br />

quite similar to an application <strong>in</strong> tunnel<strong>in</strong>g (with four bolts and plates). It<br />

was established on that occasion that the rupture is generally start<strong>in</strong>g at<br />

the cross<strong>in</strong>g po<strong>in</strong>ts but is not sheared over the edge of the plates due to the<br />

higher steel quality of the <strong>mesh</strong> compared to the mild steel plates.<br />

2.2 Dynamic test<strong>in</strong>g<br />

By us<strong>in</strong>g the momentum transfer method the TECCO ® <strong>mesh</strong> was tested at the<br />

dynamic test<strong>in</strong>g facility of WASM. The <strong>mesh</strong> panel is <strong>in</strong>stalled <strong>in</strong> a load<strong>in</strong>g<br />

frame <strong>in</strong> which a steel weight can be dropped onto the <strong>mesh</strong> from different<br />

heights. The rebound of the load<strong>in</strong>g frame is stopped by buffers while the<br />

load<strong>in</strong>g mass impacts the <strong>mesh</strong> sample without be<strong>in</strong>g separated. This test<br />

arrangement simulates the situation with <strong>in</strong>stalled <strong>mesh</strong> <strong>in</strong> tunnels. The<br />

whole dynamic tests are <strong>in</strong>strumented with high-speed video cameras, load<br />

cells and accelerometers.<br />

Fig. 2: Test arrangement und <strong>for</strong>ce<br />

displacement responses of three<br />

samples of the high-tensile cha<strong>in</strong>-l<strong>in</strong>k<br />

<strong>mesh</strong> TECCO ® G80/4<br />

Fig. 3: Photo from underneath the test<br />

arrangement be<strong>for</strong>e the first load<strong>in</strong>g as<br />

well as from the high-speed video<br />

camera<br />

3


TECCO ® Under<strong>ground</strong> / Technical documentation / December 2009<br />

Fig. 4: Dynamic impact of a 1000 kg<br />

mass <strong>in</strong>to the high-tensile cha<strong>in</strong>-l<strong>in</strong>k<br />

<strong>mesh</strong><br />

4


It was established that the high-tensile cha<strong>in</strong>-l<strong>in</strong>k <strong>mesh</strong> is able to absorb<br />

energies of up to 10 – 12 kJ <strong>in</strong> such a configuration. This is equal to stopp<strong>in</strong>g<br />

a rockburst mass of 1000 kg which was previously accelerated to 4.5 – 5 m/s.<br />

This value represents the value of the energy absorption of the <strong>mesh</strong> only<br />

and does not <strong>in</strong>clude any absorption by the rock mass itself or the yield<strong>in</strong>g<br />

bolts. Welded wire <strong>mesh</strong> (wire diameter 5.6 mm and 100 mm wire spac<strong>in</strong>g)<br />

showed energy absorption capacities <strong>in</strong> the area of 1 – 2 kJ <strong>in</strong> the same test<br />

setup.<br />

2.3 Numerical model<br />

Us<strong>in</strong>g the calibrated f<strong>in</strong>ite element program it is possible to simulate and<br />

vary the dynamic response of any project boundary condition <strong>for</strong> setup and<br />

load<strong>in</strong>g.<br />

Fig. 5: Calibration of the numerical<br />

model as a result of static test<strong>in</strong>g<br />

5


TECCO ® Under<strong>ground</strong> / Technical documentation / December 2009<br />

Fig. 6: 3,50 m wide handler mounted on<br />

a tw<strong>in</strong> boom Jumbo<br />

6<br />

3. INSTALLATION OF TECCO ® MESH IN TUNNELS<br />

The difference between the <strong>in</strong>stallation of welded wire <strong>mesh</strong> and the <strong>in</strong>stal-<br />

lation of TECCO ® <strong>mesh</strong> is the stiffness of the products. The welded wire <strong>mesh</strong><br />

is relatively stiff and is delivered and applied <strong>in</strong> sheets. The TECCO ® <strong>mesh</strong> is<br />

only stiff <strong>in</strong> one direction but rollable <strong>in</strong> the other. There<strong>for</strong>e it is delivered<br />

<strong>in</strong> rolls and will be <strong>in</strong>stalled <strong>in</strong> a different way to welded wire <strong>mesh</strong>.<br />

3.1 Fully mechanised <strong>in</strong>stallation with the ROCK MESHA <strong>in</strong>stallation<br />

handler<br />

A mechanical handler <strong>for</strong> the application of TECCO ® <strong>mesh</strong>, the ROCK MESHA<br />

<strong>in</strong>stallation handler, was developed by ROCK Australia Pty Ltd and success-<br />

fully tested <strong>in</strong> Australia and Switzerland <strong>for</strong> the use <strong>in</strong> under<strong>ground</strong> m<strong>in</strong><strong>in</strong>g<br />

<strong>ground</strong> <strong>support</strong>. This handler applies rolled high-tensile cha<strong>in</strong> l<strong>in</strong>k <strong>mesh</strong> and<br />

is compatible with all standard multi-boom under<strong>ground</strong> drill rigs. The hydraulic<br />

circuit normally used <strong>for</strong> the feed arrangement can be used to operate<br />

the handler components.<br />

The handler is manipulated from the cab<strong>in</strong> of the drill to pick up a roll of<br />

TECCO ® <strong>mesh</strong>, m<strong>in</strong>imis<strong>in</strong>g physical manual handl<strong>in</strong>g, the <strong>mesh</strong> is then able<br />

to be positioned on the walls and backs <strong>for</strong> bolt<strong>in</strong>g, us<strong>in</strong>g the drill<strong>in</strong>g component<br />

of the opposite boom.<br />

3.2 Ma<strong>in</strong> benefits of TECCO ® <strong>mesh</strong> <strong>in</strong> comb<strong>in</strong>ation with ROCK MESHA<br />

<strong>in</strong>stallation handler<br />

• Faster and safer <strong>in</strong>stallation<br />

• Cost sav<strong>in</strong>g due to the faster <strong>in</strong>stallation times, utilisation and<br />

material sav<strong>in</strong>gs<br />

• Improved quality<br />

• Can be retro fitted to any multiboom Under<strong>ground</strong> Jumbo,<br />

Cable bolt<strong>in</strong>g or Roof bolt<strong>in</strong>g drill rig


Fig. 7-9: Installation of the TECCO ®<br />

<strong>mesh</strong> with a two-boom jumbo<br />

7


TECCO ® Under<strong>ground</strong> / Technical documentation / December 2009<br />

Antam M<strong>in</strong>e / Indonesia<br />

Mesh: TECCO ® G80/4 mm<br />

Nails: Split sets<br />

Secured area: 300 m 2<br />

Object: M<strong>in</strong>e<br />

Installation: 2009<br />

They nailed half of the width of the<br />

<strong>mesh</strong> only be<strong>for</strong>e they did the next<br />

cutback. There<strong>for</strong>e part of the blast<br />

is supposed to go <strong>in</strong>to the <strong>mesh</strong>. No<br />

damage occurred dur<strong>in</strong>g next day‘s<br />

blast.<br />

Valvidriera‘s Tunnel, Barcelona /<br />

Spa<strong>in</strong><br />

Mesh: TECCO ® G65/3 mm<br />

Object: Road tunnel<br />

Under<strong>ground</strong>: Limestone<br />

Installation: 2002<br />

8<br />

4. REFERENCES


PCH São João, Castelo / Brasil<br />

Mesh: TECCO ® G65/3 mm<br />

Tunnel Raul Veiga, Niteroi / Brasil<br />

Mesh: TECCO ® G65/3 mm<br />

Nails: Gewi ø 28 mm<br />

Nail length: 7 m<br />

Secured area: 600 m 2<br />

Object: Road tunnel<br />

Under<strong>ground</strong>: Gneiss<br />

Installation: 2005<br />

TECCO ® G65/4 mm<br />

Nails: Gewi ø 25 mm<br />

Nail length: 2 m<br />

Secured area: 700 m 2<br />

Object: Under<strong>ground</strong><br />

cavern of a power-<br />

house<br />

Under<strong>ground</strong>: Granite<br />

Installation: 2008<br />

9


TECCO ® Under<strong>ground</strong> / Technical documentation / December 2009<br />

Le<strong>in</strong>ster M<strong>in</strong>e / Australia<br />

Mesh: TECCO ® G80/4 mm<br />

Nails: Split sets<br />

Secured area: 180 m 2<br />

Object: M<strong>in</strong>e<br />

Installation: 2003<br />

Le<strong>in</strong>ster BHP Billiton Nickel West<br />

M<strong>in</strong>e / Australia<br />

Mesh: TECCO ® G65/3 mm<br />

Nails: Split sets<br />

Secured area: 360 m2 Object: M<strong>in</strong>e<br />

Installation: 2008<br />

10


5. CONCLUSION<br />

The ma<strong>in</strong> advantages of the TECCO ® <strong>mesh</strong> <strong>for</strong> <strong>ground</strong> <strong>support</strong> <strong>in</strong> under-<br />

<strong>ground</strong> m<strong>in</strong><strong>in</strong>g are as follows:<br />

• Simpler, safer and faster mechanized <strong>in</strong>stallation<br />

(40% - 50% faster)<br />

• Higher energy absorption on dynamic impact<br />

• Rolls of <strong>mesh</strong> are mechanically picked up by the jumbo with the ROCK<br />

MESHA <strong>in</strong>stallation handler, elim<strong>in</strong>at<strong>in</strong>g manual handl<strong>in</strong>g <strong>in</strong> un<strong>support</strong>ed<br />

<strong>ground</strong><br />

• Different width of the <strong>mesh</strong> with wire diameter of 4 mm, 3 mm or 2 mm<br />

are available<br />

• Less over-lapp<strong>in</strong>g of <strong>mesh</strong> <strong>in</strong> tunnels and drives<br />

• Better corrosion protection<br />

• For strengthen<strong>in</strong>g of tunnel walls the <strong>mesh</strong> may also be unrolled / bolted<br />

<strong>in</strong> the longitud<strong>in</strong>al direction<br />

Possible horizontal application<br />

11


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