Abstract
This paper describes "design charts" which can be used to quickly predict the size and shape of the failed rock regions caused by the excavation of a deep tunnel, and the induced closure for cases of non-uniform in-situ stress fields. Through a simple graphical construction, the design charts can also be used to evaluate the performance of a support system.
Original language | English (US) |
---|---|
Pages (from-to) | 119-137 |
Number of pages | 19 |
Journal | Rock Mechanics and Rock Engineering |
Volume | 21 |
Issue number | 2 |
DOIs | |
State | Published - Apr 1988 |