Project Details
Description
The new Austrian standards for building those base layers admits larger amounts for grain size diameter 0,063 mm. The consequences are rather impermeable courses caused by unfavorable grain size distribution, although these layers have to be not frost-susceptible. Insitu tests are demanded to proof the water permeability of these foundation layers. A new insitu testing device is introduced and the theoretical and practical background is investigated. Uncombined base layers of different materials were compacted in an 1:1-model in the laboratory to verify the relation between density and water permeability.
| Status | Finished |
|---|---|
| Effective start/end date | 1/01/97 → 31/01/99 |
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Explore the research topics touched on by this project. These labels are generated based on the underlying awards/grants. Together they form a unique fingerprint.
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Bodenmechanik teilgesättigter Böden in Anwendung auf mineralische Tragschichten im Straßenbau
Henögl, O., 2004, Tagungsband 4. Kolloquium Bauen in Boden und Fels, Deutschland. ., p. 99-108Research output: Chapter in Book/Report/Conference proceeding › Conference paper › peer-review
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Numerische Simulation von Durchlässigkeitsversuchen - Einströmung in den teilgesättigten Halbraum
Henögl, O. & Ofner, P., 2004.Research output: Contribution to conference › Poster
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Numerische Simulation von Durchlässigkeitsversuchen-Einströmung in teilgesättigten Halbraum
Henögl, O. & Ofner, P., 2004.Research output: Contribution to conference › Poster