Application of Non-pressure Reinforced Concrete Pipes in Modern Construction and Reconstruction of Highways
Modern highway construction technologies provide for the quality water discharge systems to increase facilities' service life. Pipeline operating conditions require the use of durable and reliable materials and structures. The experience in using reinforced concrete pipes for these purposes sho...
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Veröffentlicht in: | IOP conference series. Materials Science and Engineering 2017-11, Vol.262 (1), p.12037 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | Modern highway construction technologies provide for the quality water discharge systems to increase facilities' service life. Pipeline operating conditions require the use of durable and reliable materials and structures. The experience in using reinforced concrete pipes for these purposes shows their utilization efficiency. The present paper considers the experience in the use of non-pressure reinforced concrete pipes manufactured by the German company SCHLOSSER-PFEIFFER under the Ural region geological and climatic conditions. The authors analyzed the actual operation of underground pipelines and effective loads upon them. A detailed study of the mechanical properties of reinforced concrete pipes is necessary to improve their production technology and to enhance their serviceability. The use of software-based methods helped to develop a mathematical model and to estimate the strength and crack resistance of reinforced concrete pipes at different laying depths. The authors carried out their complex research of the strain-stress behaviour of reinforced concrete pipes and identified the most hazardous sections in the structure. The calculations performed were confirmed by the results of laboratory tests completed in the construction materials, goods, and structures test center. Based on the completed research, the authors formulated their recommendations to improve the design and technology of non-pressure reinforced concrete pipes. |
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ISSN: | 1757-8981 1757-899X |
DOI: | 10.1088/1757-899X/262/1/012037 |