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Çѱ¹Áö¹Ý°øÇÐȸ / v.23, no.4, 2007³â, pp.133-147
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»óÈ£°ËÁõ½ÃÇèÀ» ÅëÇÑ È¿À²ÀûÀÎ ´Ù¿îȦ ź¼ºÆÄ ±â¹ý ¼öÇà ½Ã½ºÅÛÀÇ ±¸¼º
( Construction of Efficient Downhole Seismic Testing System by the Round Robin Test ) |
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| Áö¹ÝÀÇ Àü´ÜÆÄ ¼Óµµ Áֻ󵵸¦ µµÃâÇϴµ¥ ÀÖ¾î ´Ù¿îȦ ±â¹ýÀº ÇϳªÀÇ ½ÃÃß°øÀ» ÀÌ¿ëÇÏ°í °£´ÜÇÑ ÁöÇ¥¸é °¡Áø¿øÀ» »ç¿ëÇϹǷΠ¸Å¿ì °æÁ¦ÀûÀÌ´Ù. µû¶ó¼ Çб³¿Í Çö¾÷¿¡¼ Áö¹ÝÁ¶»ç ¹× ¿¬±¸ ¸ñÀûÀ¸·Î ³Î¸® »ç¿ëµÇ°í ÀÖ´Ù. ±×·¯³ª ¿Ã¹Ù¸£Áö ¸øÇÑ ÀåºñÀÇ ±¸¼º°ú ÇØ¼®°úÁ¤À¸·Î ÀÎÇÏ¿© °á°úÀÇ ½Å·Ú¼º¿¡ ¹®Á¦°¡ ÀÖ¾î¿Ô´Ù. º» ¿¬±¸¿¡¼´Â ´Ù¿îȦ ±â¹ýÀÇ »óÈ£°ËÁõ½ÃÇè(Round Robin Test)À» ÅëÇØ Âü¿© ±â°ü¿¡ ´ëÇØ¼ °¢°¢ÀÇ ½ÇÇè Àåºñ¿Í °á°ú ÇØ¼® °úÁ¤¿¡ ´ëÇØ ºñ±³ÇÔÀ¸·Î½á ¹®Á¦Á¡¿¡ ´ëÇØ ºÐ¼®ÇÏ¿´À¸¸ç À̸¦ ¹ÙÅÁÀ¸·Î ÃÖÀûÀÇ ¼öÇà ½Ã½ºÅÛÀ» ±¸¼ºÇÏ¿´´Ù. È¿À²ÀûÀÎ °¡Áø¿øÀ» Á¦ÀÛÇϰí ÀûÀýÇÑ °¨Áö±â¸¦ µµÀÔ È¤Àº Á¦ÀÛÇÏ¿´À¸¸ç ³ëÆ®ºÏ ±â¹ÝÀÇ ½ÅÈ£ ȹµæ ½Ã½ºÅÛÀ» ±¸ÃàÇÏ¿´´Ù. ½ÅÈ£ ȹµæ ¹× °ü¸® ÇÁ·Î±×·¥, °á°úµµÃâ ÇÁ·Î±×·¥À» ÅëÇØ ÇöÀå¿¡¼ È¿À²ÀûÀ¸·Î ½ÇÇèÀ» ÁøÇàÇÏ°í ½Å·Ú¼º ÀÖ´Â ÃÖÁ¾ °á°ú¸¦ ½Å¼ÓÇÏ°Ô µµÃâÇÒ ¼ö ÀÖµµ·Ï ÇÏ¿´´Ù. ±¸¼ºµÈ ¼öÇà ½Ã½ºÅÛÀ» ÀÌ¿ëÇÏ¿© ÇöÀå Àû¿ë ½ÇÇèÀ» ¼öÇàÇÏ¿´À¸¸ç ±× È¿À²¼ºÀ» È®ÀÎÇÒ ¼ö ÀÖ¾ú´Ù. |
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| Downhole seismic method is very economic and easy of operation because it uses only one borehole and simple surface source to obtain the shear wave velocity ($V_s$) profile of a site. Even though it is widely used by the site investigation companies, universities and institutes, however, the $V_s$ profile determined by downhole seismic method has often low reliability due to employment of wrong combinations of field losing equipment and interpretation method and deficiency of experience. Round robin test was performed and testing equipment and procedure were compared. Adequate downhole seismic testing equipment was constructed based on the comparison and verification study of the round robin test. The data acquisition and software interpretation were also developed for automation and quick test in field. Finally, the effectiveness and applicability were verified through the field test by using the constructed testing system. |
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| Ű¿öµå |
| Downhole seismic method;Field testing equipment;Round robin test;Site characterization; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.23, no.4, 2007³â, pp.133-147
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200718411577286)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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