|
|
|
Çѱ¹Áö¹Ý°øÇÐȸ / v.25, no.12, 2009³â, pp.5-12
|
À¯µµÆÄ¸¦ ÀÌ¿ëÇÑ ½Ã°£-Á֯ļö ¿µ¿ª ÇØ¼®À» ÅëÇÑ ·Ïº¼Æ® °ÇÀüµµ ½ÇÇèÀÇ °æ¾ÏÁö¹Ý ÇöÀå Àû¿ë¼º Æò°¡
( Rock Bolt Integrity Assessment in Time-Frequency Domain : In-situ Application at Hard Rock Site ) |
| ÀÌÀθð;ÇѽÅÀÎ;¹Îº¹±â;ÀÌÁ¾¼·; °í·Á´ëÇб³ °ÇÃà.»çȸȯ°æ°øÇкÎ;(ÁÖ)¼¿µ¿£Áö´Ï¾î¸µ Áö¹ÝÅͳμ³°è½Ç;(ÁÖ)Çö´ë°Ç¼³ ÅͳÎȯ°æ»ç¾÷º»ºÎ ¼³°èºÎºÐ;°í·Á´ëÇб³ °ÇÃà.»çȸȯ°æ°øÇкÎ;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| ·Ïº¼Æ®´Â Åͳΰú ÁöÇϰø°£ ±¸Á¶¹°ÀÇ ½Ã°ø¿¡ ÀÖ¾î¼ ÁÖ¿ä Áöº¸Àç Áß ÇϳªÀ̸ç, ÀÌ·¯ÇÑ ·Ïº¼Æ®ÀÇ °ÇÀüµµ°¡ Àüü ±¸Á¶¹°ÀÇ ¾ÈÁ¤¼º¿¡ Å« ¿µÇâÀ» ¹ÌÄ¡°Ô µÇ¾ú´Ù. º» ¿¬±¸ÀÇ ¸ñÀûÀº ½ÇÁ¦ ÇöÀå¿¡¼ Åõ°ú¹ýÀ» Àû¿ëÇÏ¿© ·Ïº¼Æ®¸¦ µû¶ó ÀüÆÄµÇ´Â À¯µµÆÄ¸¦ ÅëÇØ ·Ïº¼Æ®ÀÇ °ÇÀüµµ¸¦ Æò°¡ÇÏ´Â °ÍÀÌ´Ù. ºñÆÄ±« ½ÇÇèÀÇ °¢±â ´Ù¸¥ °áÇÔºñÀ²À» °¡Áø ·Ïº¼Æ® ½ÃÇèü¸¦ Á¦ÀÛÇÏ¿© ÄÜÅ©¸®Æ® ºí·Ï ¹× ½ÇÁ¦ÇöÀå¿¡ ¸Å¼³ÇÑ ÈÄ, ÇÇ¿¡Á¶ µð½ºÅ© ¿¤¸®¸ÕÆ®·Î À¯µµÆÄ¸¦ ¹ß»ý½Ã۰í AE(acoustic emission) ¼¾¼¸¦ ÀÌ¿ëÇÏ¿© ½ÅÈ£¸¦ ÃøÁ¤ÇÏ¿´´Ù. ¼öÁýµÈ ½ÅÈ£´Â °¡¹ö ¿þÀ̺귿À» »ç¿ëÇÑ ¿þÀ̺귿 º¯È¯À» ÀÌ¿ëÇÏ¿© ½Ã°£-Á֯ļö ¿µ¿ª¿¡¼ ºÐ¼®ÇÏ¿´´Ù. ½Ã°£-Á֯ļö ¿µ¿ª¿¡¼ÀÇ °¢ ÆÄ±ºº° ÃÖ´ë ¿¡³ÊÁö°¡ ³ªÅ¸³ª´Â ÁöÁ¡ÀÇ ½Ã°£Â÷´Â °¢ ¹Ý»çÆÄ±º °£ÀÇ À̵¿ ½Ã°£Â÷¸¦ ³ªÅ¸³»¸ç, À̸¦ ÅëÇØ °è»êµÈ À¯µµÆÄÀÇ ¿¡³ÊÁö ¼Óµµ´Â ·Ïº¼Æ®ÀÇ °áÇÔºñÀ²ÀÌ Áõ°¡ÇÔ¿¡ µû¶ó Áõ°¡ÇÏ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. ½ÇÇè¿¡ ÀûÇÕÇÑ ¾ç»ý±â°£À» Á¦¾ÈÇÏ¿´À¸¸ç ±×¿¡ µû¸¥ µÎ ¹øÀÇ ÇöÀå ½ÇÇèÀ» ÅëÇØ ·Ïº¼Æ® °ÇÀüµµ ½ÇÇèÀÇ ÇöÀå Àû¿ë¼ºÀ» °ËÅäÇÏ¿´°í, Á¦¾ÈµÈ ½ÇÇè¹æ¹ýÀÌ ·Ïº¼Æ®ÀÇ °ÇÀüµµ Æò°¡¿¡ ÀÖ¾î¼ À¯¿ëÇÑ Æò°¡¹æ¾ÈÀÓÀ» È®ÀÎÇÏ¿´´Ù. |
|
| As rock bolts become one of the main support systems in tunnels and underground structures, the integrity of the rock bolts affects the safety of these structures. The purpose of this study is the evaluation of rock bolt integrity using wavelet transforms of the guided ultrasonic waves by using transmission test in the field. After several rock bolts with various defect ratios are embedded into a large scale concrete block and rock mass, guided waves are generated by a piezo disk element and measured by an acoustic emission (AE) sensor. The captured signals are analyzed in the time-frequency domain using the wavelet transform based on a Gabor wavelet. Peak values in the time-frequency domain represent the interval of travel time of each echo. The energy velocities of the guided waves increase with an increase in the defect ratio. The suitable curing time for the evergy velocity analysis is proposed by the laboratory test, and in-situ tests are performed in two tunnelling sites to verify the applicability of rock bolt integrity tests performed after proposed curing time. This study proves that time-frequency domain analysis is an effective tool for the evaluation of the rock bolt integrity. |
| |
| Ű¿öµå |
| Curing time;Defect ratio;Energy velocity;Time-frequency domain;Wavelet transform; |
| |
|
|
 |
|
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.25, no.12, 2009³â, pp.5-12
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200919061726791)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|