Penetration tests for TBMs and their practical application

被引:0
|
作者
Frenzel, Christian [1 ]
Galler, Robert [2 ]
Käsling, Heiko [3 ]
Villeneuve, Marlène [4 ]
机构
[1] Colorado School of Mines 0s, 1600 Illinois St, 80401 Golden, CO, United States
[2] Montanuniversität Leoben, Chair for Subsurface Engineering, Erzherzog Johann Straße 3, 8700 Leoben, Austria
[3] Technische Universität München, Lehrstuhl für Ingenieurgeologie, Arcisstraße 21, 80333 Munich, Germany
[4] University of Canterbury, Private Bag, 4800 Christchurch, New Zealand
来源
Geomechanik und Tunnelbau | 2012年 / 5卷 / 05期
关键词
Construction equipment - Boring machines (machine tools);
D O I
10.1002/geot.201200042
中图分类号
学科分类号
摘要
Characterizing performance of tunnel boring machines (TBM) is important for numerous contractual and technical reasons. A common tool to determine machine performance in the field is the penetration test. The purpose of the penetration test is to operate the TBM for a defined period of time under normalized conditions that allow for interpretation and comparison between tests. The result of a penetration test is a thrust-penetration curve that reflects the excavatability of the rock mass. Prediction models use thrust-penetration curves to calculate the expected performance of a TBM in specific ground conditions. This paper provides a review of recent practice including testing at the Norwegian University of Science and Technology (NTNU) along with research by Villeneuve and Käsling. Each of these methods includes excavation at certain thrust levels and rotational speeds for a certain distance. These existing methods have a number of disadvantages that lead to fairly slow tests, which the proposed methodology aims to eliminate. © 2012 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.
引用
收藏
页码:557 / 566
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