4.7 Article Proceedings Paper

Performance prediction of hard rock Tunnel Boring Machines (TBMs) in difficult ground

期刊

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
卷 57, 期 -, 页码 173-182

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.tust.2016.01.009

关键词

Performance prediction; Rate of penetration (ROP); Advance rate (AR); Utilization (U); Tunnel Boring Machine (TBM); Rock tunnelling

向作者/读者索取更多资源

Performance prediction of TBMs is an essential part of project scheduling and cost estimation. This process involves a good understanding of the complexities in the site geology, machine specification, and site management. Various approaches have been used over the years to estimate TBM performance in a given ground condition, many of them were successful and within an acceptable range, while some missing the actual machine performance by a notable margin. Experience shows that the best approach for TBM performance prediction is to use various models to examine the range of estimated machine penetration and advance rates and choose a rate that best represents the working conditions that is closest to the setting of the model used for the estimation. This allows the engineers to avoid surprises and to identify the parameters that could dominate machine performance in each case. This paper reviews the existing models for performance prediction of TBMs and some of the ongoing research on developing better models for improved accuracy of performance estimate and increasing TBM utilization. (C) 2016 Published by Elsevier Ltd.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据