Laboratory Observation of the Response of a Buried Pipeline to Freezing Rubber-Sand Backfill
| Autor: | Seung-Seo Hong, Martin Christ, Junboum Park |
|---|---|
| Rok vydání: | 2010 |
| Předmět: |
Materials science
education Building and Construction Laboratory scale complex mixtures Pipeline transport Laboratory test Natural rubber Mechanics of Materials Lateral earth pressure visual_art visual_art.visual_art_medium General Materials Science Frost (temperature) Laboratory observation Geotechnical engineering Water content Civil and Structural Engineering |
| Zdroj: | Journal of Materials in Civil Engineering. 22:943-950 |
| ISSN: | 1943-5533 0899-1561 |
| DOI: | 10.1061/(asce)mt.1943-5533.0000090 |
| Popis: | This paper addresses the potential use of granulated rubber as backfill material for buried pipelines in cold regions. An experiment on a laboratory scale buried pipe was conducted to evaluate the pipe-backfill interaction upon freezing. Two backfill materials were employed. In Case 1, sand was used as backfill material. In Case 2, granulated rubber was mixed with sand. Induced circumferential and longitudinal strains along the pipe were measured with movement of the freezing front into the backfill and an estimate of the freezing soil pressure was obtained based on the measured pipe strain. Experimental results showed that the behavior of the buried pipe was influenced by the progression of the freezing front and type of backfill material. Cold temperatures advanced faster into the sand backfill compared to the rubber-sand backfill due to the good thermal characteristics of rubber. Circumferential strains increased in both backfills indicating the development of freezing soil pressure in the backfill. Dominant vertical compressive strains were observed at 0° and 180° in both backfills. A significant reduction in strain and pressure exerted on the pipe upon freezing in the rubber-sand backfill was confirmed and the application of rubber mixed with sand as backfill material is possible. |
| Databáze: | OpenAIRE |
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