DESIGN FOR GROUTED ROCK BOLTS BASED ON THE CONVERGENCE CONTROL METHOD

被引：67

作者：

INDRARATNA, B ^{[1
]}

KAISER, PK ^{[1
]}

机构：

[1] ASIAN INST TECHNOL,DIV GEOTECH ENGN,BANGKOK 10501,THAILAND

来源：

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS | 1990年 / 27卷 / 04期

关键词：

D O I：

10.1016/0148-9062(90)90529-B

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A design approach for the application of fully grouted bolts as a passive support system in underground openings is introduced in this paper. The analytical solution was developed based on elasto-plastic concepts and was verified by laboratory simulations with physical models. The application of the theory to one case history and a comparison with an empirical design method (RMR) are presented. Computational examples and general design guides are provided to facilitate the use of the proposed method in practice. © 1990.

引用

页码：269 / 281

页数：13

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