Interpretation of Field Stresses and Deformation Moduli from Extensometer Measurements in Rock Tunnels

- Organization:
- The Australasian Institute of Mining and Metallurgy
- Pages:
- 6
- File Size:
- 527 KB
- Publication Date:
- Jan 1, 1981
Abstract
A simple technique for evaluating the field stress ratio is presented, based on the results of extensometer or convergence tape measure- ments taken in an advancing tunnel. This tech- nique also yields a value for the rock mass modulus, provided Poisson's Ratio is assumed. The results of two case studies are presented illustrating the effectiveness of the method.
Citation
APA:
(1981) Interpretation of Field Stresses and Deformation Moduli from Extensometer Measurements in Rock TunnelsMLA: Interpretation of Field Stresses and Deformation Moduli from Extensometer Measurements in Rock Tunnels. The Australasian Institute of Mining and Metallurgy, 1981.