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Çѱ¹Áö¹Ý°øÇÐȸ / v.27, no.9, 2011³â, pp.5-11
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½Ç³»½ÃÇèÀ» ÅëÇÑ ÀÌÁߺ¸¿Â°ü µÇ¸Þ¿ò ´ëüÀç·á¿¡ °üÇÑ ¿¬±¸
( A Study on Alternative Backfill Material for Pre-insulated Pipe through the Laboratory Tests ) |
| ÃÖºÀÇõ;±èÁø¸¸;À¯ÇѱÔ; ÇѾç´ëÇб³ ´ëÇпø;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø Áö¹Ý¿¬±¸½Ç;ÇѾç´ëÇб³ °Ç¼³È¯°æ°øÇаú;
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| º» ³í¹®¿¡¼´Â ÀÚ¿¬¸ð·¡ 2Á¾(¼¼»ç, ¿Õ»ç)°ú ºÎ¼ø¸ð·¡, ÀÚ°¥ 2Á¾(10mm, 20mm)À» ´ë»óÀ¸·Î ½Ç³»½ÃÇèÀ» ÅëÇÏ¿© ÀÔµµ ºÐÆ÷ Ư¼º, ¸¶ÂûƯ¼º ¹× Åä¾ÐƯ¼º µî µÇ¸Þ¿ò Àç·á º° ÀÌÁߺ¸¿Â°üÀÇ °Åµ¿ Ư¼ºÀ» Æò°¡Çϰí, ÇÕ¸®ÀûÀÎ µÇ¸Þ¿ò ´ëüÀç·á Á¦½Ã¸¦ À§ÇÏ¿© ±âÁ¸ ÀÌÁߺ¸¿Â°ü µÇ¸Þ¿òÀçÀÎ Áß»ç¿Í ºñ±³¸¦ ¼öÇàÇÏ¿´´Ù. ¿¬±¸°á°ú¿¡ µû¸£¸é, ºÎ¼ø¸ð·¡´Â 5Á¾ÀÇ µÇ¸Þ¿ò ´ëüÀç·á º° Æò°¡°á°ú ÀÌÁߺ¸¿Â°ü¿¡ ¹ÌÄ¡´Â °øÇÐÀû Ư¼º ¹× Àç·áÀÇ ¼ö±Þ Ãø¸é¿¡ ÀÖ¾î ±âÁ¸ Á߻縦 ÀÌ¿ëÇÏ´Â ÀÌÁߺ¸¿Â°ü µÇ¸Þ¿òÀçÀÇ ´ëüÀç·á·Î °¡Àå ÇÕ¸®ÀûÀÎ Àç·á·Î Æò°¡µÇ¾ú´Ù. |
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| This paper recommends the alternative back-fill material for the pre-insulated pipe based on the results of tests performed using different kinds of backfill material. In this study, laboratory tests were preformed to determine the behavior of the pre-insulated pipe caused by variation on grain size distribution, friction characteristics and earth pressure characteristics of different types of backfill material. Two types of natural sand (fine-grained and coarse-grained sand) and crushed sand, and two types of gravel (10mm, 20mm) were used as backfill material in the laboratory tests. The laboratory test results were analyzed and compared with the pre-insulated pipe backfilled with the standard medium-grained sand. Based on the evaluation and comparison of laboratory test results, it was determined that crushed sand is the most suitable back-fill material that can be used as an alternative for medium grained sand for pre-insulated pipes. |
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| Ű¿öµå |
| Back-fill material;Earth-pressure;Friction characteristics;Pre-insulated pipe; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.27, no.9, 2011³â, pp.5-11
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201107654735951)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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