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Çѱ¹Áö¹Ý°øÇÐȸ / v.24, no.8, 2008³â, pp.5-12
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Biot À½Çâ ÀüÆÄ ÀÌ·ÐÀ» ÀÌ¿ëÇÑ ½Ç³» »çÁú ½Ã·áÀÇ Åõ¼ö°è¼ö »êÁ¤
( Laboratory Evaluation of Soil Permeability for Sand Using Biot's Acoustic Wave Propagation Theory ) |
| ±èÁø¿ø;¼ÛÁ¤¶ô; ¹Ì½Ã½ÃÇÇ´ëÇб³ Åä¸ñ°øÇаú;¹Ì½Ã½ÃÇÇ´ëÇб³ Åä¸ñ°øÇаú;
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| Biot´Â ±ÕÁúÇÏ¸ç µî¹æ¼ºÀÎ Æ÷ÈµÈ ¹°Áú¿¡¼ÀÇ È¥ÇÕü ¿¬µ¿ÀÌ·Ð(coupled theory mixtures)À» ÀÌ¿ëÇÏ¿© ź¼ºÆÄ ÀüÆÄÀÇ Áøµ¿¼ö ÀÇÁ¸¼º¿¡ °üÇÑ ÀÌ·ÐÀ» Á¦½ÃÇÏ¿´´Ù. BiotÀÇ À̷п¡ ÀÇÇÏ¸é Æ÷ÈµÈ Áö¹ÝÀ» ÀüÆÄÇϴ ź¼ºÆÄÀÇ Áøµ¿¼ö´Â Áö¹ÝÀÇ Åõ¼ö°è¼ö¿¡ °üÇÑ Á¤º¸¸¦ °¡Áö°í ÀÖÀ½À» º¸¿©ÁÖ°í ÀÖ´Ù. Áö¹ÝÀÇ Åõ¼ö°è¼ö »êÁ¤¿¡ »ç¿ëµÇ´Â ƯÁ¤ Áøµ¿¼ö´Â 'Ư¼º Áøµ¿¼ö (characteristic frequency)'¶ó ºÒ¸®¸ç, Ư¼º Áøµ¿¼ö´Â Áøµ¿¼öÀÇ ¿¬¼Óº¯È¸¦ ÅëÇÑ I/Q(inverse quality factor)¿Í Áøµ¿¼öÀÇ °ü°èµµ¿¡ ÀÇÇÏ¿© ±¸ÇÒ ¼ö ÀÖÀ¸¸ç, Áö¹ÝÀÇ Åõ¼ö°è¼ö´Â BiotÀÇ ½ÄÀ» ÀÌ¿ëÇÏ¿© »êÁ¤ÇÒ ¼ö ÀÖ´Ù. º» ¿¬±¸¿¡¼´Â ½ÃÇè»óÀÚ (test box)¸¦ ÀÌ¿ëÇÑ ½Ç³» ½ÃÇèÀ» ¹Ì½Ã½ÃÇÇ ÁÖ¸³´ëÇп¡¼ ¼öÇàÇÔÀ¸·Î½á Ư¼º Áøµ¿¼ö¸¦ ÃøÁ¤ÇÏ¿´À¸¸ç, ¶Ç À̸¦ ÀÌ¿ëÇÏ¿© Åõ¼ö°è¼ö¸¦ °è»êÇÏ¿´´Ù. ¸ð¸£Å¸¸£ ¸ð·¡ ½Ã·á¿¡ ´ëÇÏ¿© ½ÃÇèÇÑ °á°ú Ư¼º Áøµ¿¼ö´Â 3500Hz¿¡¼ ³ªÅ¸³µÀ¸¸ç À̸¦ Biot ½ÄÀ» ÀÌ¿ëÇÏ¿© ½Ã·áÀÇ Åõ¼ö°è¼ö¸¦ »êÁ¤ÇÑ °á°ú Åõ¼ö°è¼ö´Â 2.01 $10^{-4}m/sec$·Î ³ªÅ¸³µ´Ù. ÀÌ´Â ½Ç³» Á¤ ¼öµÎ Åõ¼ö°è¼ö ½ÃÇè °ªÀÎ 1.49 $10^{-4}m/sec$ ¿Í ºñ±³ÇßÀ» ¶§ ´Ù¼Ò Å©°Ô ³ªÅ¸³µ´Ù ±×·¯³ª ÀÌ Â÷ÀÌ´Â Åõ¼ö°è¼öÀÇ Åë»óÀûÀÎ ¿ÀÂ÷¹üÀ§¸¦ °í·ÁÇÒ ¶§ ¸Å¿ì ÇÕ¸®ÀûÀÎ °ÍÀ¸·Î ³ªÅ¸³µ´Ù. µû¶ó¼, º» ¿¬±¸´Â À½ÆÄ¸¦ ÀÌ¿ëÇÏ¿© º¸´Ù ½±°í ºü¸¥°Ô Áö¹ÝÀÇ Åõ¼ö°è¼ö¸¦ »êÁ¤ÇÒ ¼ö ÀÖ´Â °¡´É¼ºÀÌ ÀÖÀ½À» º¸¿© ÁÖ¾ú´Ù. º» ³í¹®¿¡¼´Â Ưº°È÷ °í¾ÈµÈ ÀåÄ¡¸¦ ÅëÇÏ¿© ½Ã·áÀÇ Æ¯¼º Áøµ¿¼ö¸¦ ½ÇÇèÀûÀ¸·Î °áÁ¤ÇÏ´Â ¼¼ºÎÀûÀÎ ¹æ¹ý°ú ±× ÀÌ·ÐÀûÀÎ ¹è°æÀ» ±â¼úÇÏ¿´´Ù. |
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| Biot proposed the frequency dependent formulation for the propagation of elastic waves in saturated media based on the coupled theory mixtures. Based on Biot theory, a special frequency called 'the characteristic frequency' contains unique information of the permeability of soils. The characteristic frequency is measured from I/Q (inverse quality factor) versus frequency curve by an acoustic sweep test, and the permeability of soils is computed from Biot equation. In this paper, laboratory tests are performed at The University of Mississippi using a large test box. The measured characteristic frequency is consistently obtained at 3500 Hz for mortar sands. The computed permeability of mortar sands based on Biot equation turned out 2.01 $10^{-4}m/sec$, while the permeability from the laboratory constant head test turned out 1.49 $10^{-4}m/sec$. This paper addresses the theoretical background and experimental procedure of this technique. |
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| Ű¿öµå |
| Acoustics;AC permeability;Biot theory;Coupled theory mixtures;Permeability; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.24, no.8, 2008³â, pp.5-12
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200800557078742)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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