State of the Art der Verschleißprognose im maschinellen Tunnelbau

Author:

Stopp Annika1,Feinendegen Martin2

Affiliation:

1. Wayss & Freytag Ingenieurbau AG Bereich Tunnelbau Eschborner Landstr. 130–132 60489 Frankfurt am Main

2. RWTH Aachen University Lehrstuhl für Geotechnik im Bauwesen und Institut für Geomechanik und Untergrundtechnik Mies‐van‐der‐Rohe‐Str. 1 52074 Aachen

Abstract

AbstractThe wear of cutting tools in mechanised tunnelling is closely linked to the abrasiveness of the present subsoil. Therefore, most of the models used for wear prediction take an abrasiveness index into account. The most common index used for hard rock is the Cerchar Abrasiveness Index (CAI); whereas such a standard does not yet exist for soil. Both the literature research and the results of calculation examples presented in the article show that significantly more practical models are currently available for wear prediction in hard rock. One reason for this is that far more wear‐relevant influencing factors have to be quantified for soft ground. Another reason is that the scientific studies concerning this topic only started in the course of mechanised tunnelling. Since especially the calculations carried out for low‐abrasive rocks differ widely among the different models for tool life, further research is needed also for wear prediction in hard rock

Publisher

Wiley

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference56 articles.

1. Wilfing L.(2016)The Influence of Geotechnical Parameters on Penetration Prediction in TBM Tunneling in Hard Rock. Dissertation Technische Universität München.

2. Classification of the abrasiveness of soil and rock

3. Rock mass-scale factors with an influence on tool wear in the mechanised tunnelling process in hard rock

4. Drucker P.(2013)Über die Abrasivität von Lockergestein und den Werkzeugverschleiß im Spezialtiefbau. Dissertation Technische Universität Wien.

5. Köppl F.(2014)Abbauwerkzeugverschleiß und empirische Verschleißprognose beim Vortrieb mit Hydroschild TVM in Lockergesteinen. Dissertation Technische Universität München.

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