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mohring engels.indd - Keramo Steinzeug

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ately, and the depreciation figures are lowered. This in<br />

turn means lower sewerage charges. Further information<br />

on this, with examples, may be found in the article<br />

by Thymian, Möhring and Friede ”The economic significance<br />

of quality assurance in sewer construction”<br />

(STEINZEUG Information 1996).<br />

Micro-tunnelling Page 31<br />

9. Recommendations for carrying out<br />

micro-tunnelling<br />

In the public mind micro-tunnelling does not enjoy anything<br />

like the importance due to it by virtue of its technical<br />

and economic scope. Why is this? The main causes<br />

are<br />

– deficient awareness of the stage reached by developments.<br />

For operators there is in many cases still<br />

something exotic about enclosed sewer-construction<br />

methods, which are decided on only when conventional<br />

solutions appear inadvisable;<br />

– uncertainties in planning, tender-specification and<br />

preparatory matters;<br />

– distrust, especially re: success in difficult subsoil conditions;<br />

– hesitation by companies because the frequency of<br />

use once capital has been invested cannot be<br />

gauged.<br />

In a modern technical development such as micro-tunnelling<br />

there will be constantly new challenges for all<br />

concerned. Any client and any planning consultant engineer<br />

can however trigger impulses in order to increase<br />

the cost-effectiveness of micro-tunnelling in his sphere<br />

and have a hand in determining success in the market.<br />

For this the following suggestions may be helpful:<br />

1. In each sewer-construction project cost-effectiveness<br />

comparisons should be drawn up for the open<br />

and enclosed methods. In these, all factors affecting<br />

the open methods in particular should be taken objectively<br />

into account such as previous re-routing of<br />

pipes, traffic lights and necessary digging up and<br />

restoring of the road, soil replacement, dewatering<br />

and the duration of construction work.<br />

2. Where a cost-effectiveness comparison shows<br />

approximate equality, the market should be challenged<br />

with alternative specifications.<br />

3. Micro-tunnelling is unsuitable for short underground<br />

crossings of embankments, railtrack, waterways or<br />

road intersections. The longer a construction site,<br />

the more favourably do the relatively high cost<br />

shares for investment in this technology pan out.<br />

4. Frequent invitations to tender for micro-tunnelling<br />

work are signals to contractors that investing in<br />

modern technology might be worthwhile.<br />

5. Standardisation of the major elements in pipe<br />

jacking, starting, target, by-shafts and intermediate<br />

shafts and – where necessary and feasible – their<br />

subsequent incorporation in the sewage system as<br />

inspection shafts are a contribution to rationalisation.

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