Although the modulus of deformation of rock masses has crucial importance for geotechnical projects, such as tunnels and dams, the determination of this parameter by in situ tests requires considerable costs and involves difficult operational processes. For this reason, empirical equations for the i
โฆ LIBER โฆ
A method of estimating the stress state of rock masses
โ Scribed by M. V. Kurlenya; V. N. Oparin; V. N. Reva; F. P. Glushikhin; M. A. Rozenbaum; A. P. Tapsiev
- Publisher
- Springer
- Year
- 1993
- Tongue
- English
- Weight
- 334 KB
- Volume
- 28
- Category
- Article
- ISSN
- 1573-8736
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