Predicting the performance of earth pressure shields in loose rock

被引：0

作者：

Maidl, Ulrich ^{[1
]}

Wingmann, Jörg ^{[1
]}

机构：

[1] Ingenieurbüro Maidl and Maidl, Universitätsstraße 142

来源：

Geomechanik und Tunnelbau | 2009年 / 2卷 / 02期

关键词：

Digital storage - Benchmarking;

D O I：

10.1002/geot.200900014

中图分类号：

学科分类号：

摘要：

The prediction of the performance of EPBM drives is an essential tool for design and estimating. Realistic forecasting is only possible on the basis of the specific data for the project including all loadings, local conditions and interactions. The present article discusses the processes and their parameters typical for this method of tunnelling, defines the crucial soil mechanics parameters and recommended areas of application and makes recommendations for the estimation of the performance of earth pressure shields based on key performance indicators and the evaluation of data from a multitude of projects. © 2009 Ernst and Sohn Verlag für Architektur und technische Wissenschaften GmbH and Co.

引用

页码：189 / 197

页数：8

共 5 条

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[2]

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[3]

Rostami J., Ozdemir L., Nilsen B., Comparison between CSM and NTH Hard Rock TBM Performance Prediction Models, (1996)

[4]

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[5]

Empfehlungen zur Auswahl und Bewertung von Tunnelvortriebsmaschinen. Empfehlung des Deutschen Ausschusses für unterirdisches Bauen, Überarbeitung

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