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Geomechanics and Tunnelling is a peer-reviewed journal published by Wiley, covering Tunneling and Rock Mechanics, Geotechnical Engineering and Analysis, Grouting, Rheology, and Soil Mechanics.
| Publisher | Wiley |
|---|---|
| Reference style | Author–year (Chicago) Author–year — (Smith, 2023) in the text Smith, Ada, Ben Jones, and Cara Lee. 2023. "A Representative Article Title." Geomechanics and Tunnelling 12 (3): 45–58.
Formats any DOI in Geomechanics and Tunnelling style. No sign-up. |
| Publishes research in | Tunneling and Rock Mechanics Geotechnical Engineering and Analysis Grouting, Rheology, and Soil Mechanics Geotechnical and Geomechanical Engineering Rock Mechanics and Modeling |
| ISSN | 1865-7362 |
| Citation impact (2-yr) | 0.2 |
| h-index | 30 |
| i10-index | 135 |
| Total citations | 5,489 |
| Top institutions publishing here | Graz University of Technology |
| Journal website | onlinelibrary.wiley.com |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Citations each year’s papers have accumulated so far — the most recent years are still building up.
Abstract As the use of hard rock TBMs constantly continues to grow, so are the experiences gained in these projects and the challenges that need new solutions. Cutterhead modeling has been a successful tool used by the industry at various levels of sophistications relative to the end use. These models are based on the estimation…
Abstract On contract H8 – Tunnel Jenbach on the northern approach route to the Brenner Base Tunnel, a 54 km section of tunnel is currently being equipped with a geothermal system making use of energy lining segments, which enable the laying of absorber pipework in the TBM‐driven tunnel. The system will be able to supply…
Abstract Disc cutter wear in mechanised tunnelling has a strong influence on costs and performance in hard rock and soil materials. Wear is affected by several geological and technical factors. Several aspects have been considered in prediction models and case studies. In this paper the essential technical influences are presented in a systematic way and…
Abstract In order to extend the range of application of earth pressure balance (EPB) shields in closed mode, conditioning with foam has proved to be particularly effective in coarse‐grained soils. The properties of the soil‐foam‐mixture depend on the support pressure due to the high foam content. The production and dosage of foam up to now…
Abstract The abrasiveness of soil and rock is a determining factor for tool wear in all processes of rock excavation above and below ground, for example drilling, cutting and excavating. Although this is highly cost‐relevant, no classification scheme has yet been produced, with which soil and rock can be classified according to their abrasiveness and…
