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Çѱ¹Áö¹Ý°øÇÐȸ / v.22, no.5, 2006³â, pp.47-57
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( Principles and Considerations of Bender Element Tests )
ÀÌÁ¾¼·;ÀÌâȣ; °í·Á´ëÇб³ »çȸȯ°æ½Ã½ºÅÛ°øÇаú;°í·Á´ëÇб³ »çȸȯ°æ½Ã½ºÅÛ°øÇаú;
 
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Àü´ÜÆÄ´Â Èë ÀÔÀÚÀÇ °­¼º°ú ¹Ðµµ¿¡ ¿¬°üµÈ´Ù. Èí ÀÔÀÚÀÇ Àü´Ü °­¼ºÀº ¹°ÀÇ Á¸Àç ¿©ºÎ¿¡ ¿µÇâÀ» ¹ÞÁö ¾Ê´Â´Ù. º¥´õ ¿¤¸®¸ÕÆ®´Â Èë°ú Æ®·£½ºµà¼­ °£ÀÇ ¶Ù¾î³­ °áÇÕ È¿°ú¸¦ º¸¿© ÅäÁú ½ÃÇè ÀåÄ¡¿¡ Àû¿ëÇϱ⿡ Æí¸®ÇÑ Àü´ÜÆÄ Æ®·£½ºµà¼­ÀÌ´Ù. º» ³í¹®Àº Àü´ÜÆÄÀÇ ±âº» ¿ø¸®¸¦ »ìÆìº» µÚ, ÀüÀÚ±â Ä¿Çøµ ¹æÁö, ÁöÇ⼺(directivity), °øÁøÁ֯ļö, Ãʵ¿ ÃßÁ¤, ±ÙÁ¢Àå È¿°ú µîÀ» Æ÷ÇÔÇÏ¿© º¥´õ ¿¤¸®¸ÕÆ®ÀÇ ¼³°è¿Í ¼³Ä¡¿¡ ´ëÇÏ¿© ´Ù·ç¾ú´Ù. ÀüÇØÁú ¿ë¾× ¼Ó¿¡¼­ÀÇ Àü±âÀû °£¼·(cross-talk)Çö»óÀº º´·Ä ŸÀÔÀÇ º¥´õ ¿¤¸®¸ÕÆ®¸¦ »ç¿ëÇÔÀ¸·Î½á ÃÖ¼ÒÈ­ÇÒ ¼ö ÀÖ´Ù. ĵƿ·¹¹ö º¸ Çü½ÄÀÇ º¥´õ ¿¤¸®¸ÕÆ®´Â Àü´ÜÆÄÀÇ ÁöÇ⼺Àº ¿øÇü¿¡ °¡±õ°Ô ³ªÅ¸³µ´Ù. º¥´õ ¿¤¸®¸ÕÆ®ÀÇ °øÁøÁ֯ļö´Â º¥´õ ¿¤¸®¸ÕÆ® ÀÚüÀÇ Æ¯¼º, ÈíÀǰ­¼º ¹× ¿¨Ä¿ Ư¼º¿¡ ÀÇÁ¸ÀûÀÎ °ÍÀ¸·Î ³ªÅ¸³µ´Ù. º¥´õ ¿¤¸®¸àÆ® ½ÃÇè¿¡¼­ °¡Àå ¾î·Á¿î ºÎºÐ ÁßÀÇ Çϳª´Â Àü´ÜÆÄÀÇ µµÂø½Ã°£¿¡ ¿µÇâÀ» ÁÖ´Â ±ÙÁ¢Àå È¿°úÀÌ´Ù. ±ÙÁ¢Àå ³»¿¡¼­ Àü´ÜÆÄÀÇ µµÂø½Ã°£ »êÁ¤Àº ´ÙÁ߹ݻç¹ý(multiple reflection method)°ú signal matching ±â¼úÀ» Àû¿ëÇÏ¿© ÇØ°áÇÒ ¼ö ÀÖ´Ù. ¿©·¯ °¡Áö °í·Á»çÇ×ÀÌ ¿ä±¸µÇ´Â º¥´õ ¿¤¸®¸ÕÆ®´Â Àü´ÜÆÄ¸¦ ÀÌ¿ëÇÑ Áö¹Ý µ¿Àû Ư¼º ÆÄ¾Ç¿¡ ¸Å¿ì È¿°úÀûÀÎ ¹æ¹ýÀÌ µÉ ¼ö ÀÖÀ» °ÍÀÌ´Ù.
The shear wave velocity is related with the stiffness of granular skeleton and mass density. The shear stiffness of the granular skeleton remains unaffected by the presence of the fluid. Bender elements are convenient shear wave transducers for instrumenting soil cells due to optimal soil-transducer coupling. This study addresses the principles of the shear wave, the design and implementation of bender elements including electromagnetic coupling prevention, directivity, resonant frequency, detection of first arrival, and near field effects. It is shown that electromagnetic coupling effects can be minimized using parallel-type bender elements. Thus, the in-plane S-wave directivity is quasi-circular. The resonant frequency of bender element installations depends on the geometry of the bender element, the anchor efficiency and the soil stiffness. One of the most cumbersome parts in the bender element test is near field effects, which affect the selection of arrival time. The selection of the first arrival within the near field Is effectively solved by the multiple reflection technique and signal matching technique. Bender elements, which requires several considerations, may be effective tools for the subsurface characterization by using S-wave.
 
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Arrival time;Bender elements;Shear waves;Signal processing;Resonant frequency;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.22, no.5, 2006³â, pp.47-57
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200626813151233)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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