4.7 Article

A new rational method for calculating the GSI

期刊

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
卷 24, 期 1, 页码 103-111

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.tust.2008.03.002

关键词

Rock mass classifications; Fabric indices; Rock mass properties; Equivalent-continuum approach

向作者/读者索取更多资源

In this paper, a new approach for a quantitative assessment of the Geological Strength Index (GSI, Hoek, E., Kaiser, P.K., Bawden, W.F., 1995) is proposed. In particular, on the basis of the conceptual affinity of the GSI with the joint Parameter UP) used in the RMi (Rock Mass index, Palmstrom, 1996), a relationship between the two indexes is derived and exploited in order to obtain a reliable, quantitative assessment of the GSI by means of the basic input parameters for the determination of the RMi (i.e. the elementary block volume and the joint conditions). In this way, the user has the possibility of applying and comparing two truly independent approaches for the determination of the GSI: the traditional qualitative Hoek's chart, mainly based on the degree of interlocking of rock mass, and the proposed quantitative assessment method, mainly based on the fracturing degree of a rock mass. On the basis of such a double-estimation, a definitive engineering judgement can be made more rationally. The new approach facilitates as well the implementation, from one side, of the probabilistic approach for managing the inherent uncertainty and variability of rock mass properties and, from the other, of the RMi system as empirical method for tunnel design. Given the complementarities of the two indexes, the proposed approach appears to be very promising. An example application is presented to illustrate the high potentiality of the new method. (C) 2008 Elsevier Ltd. All rights reserved.

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