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Çѱ¹Áö¹Ý°øÇÐȸ / v.22, no.8, 2006³â, pp.43-54
¾Ð¹Ð, Åä¸ð±×·¡ÇÇ, ¾×»óÈ­½ÃÇè¿¡¼­ º¥´õ¿¤¸®¸ÕÆ®ÀÇ Àû¿ë
( Application of Bender Elements in Consolidation, Tomography, and Liquefaction Tests )
ÀÌÁ¾¼·;ÀÌâȣ; °í·Á´ëÇб³ »çȸȯ°æ½Ã½ºÅÛ°øÇаú;°í·Á´ëÇб³ »çȸȯ°æ½Ã½ºÅÛ°øÇаú;
 
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º» ³í¹®Àº º¥´õ ¿¤¸®¸ÕÆ®¸¦ ¾Ð¹Ð, Åä¸ð±×·¡ÇÇ, ±×¸®°í ¾×»óÈ­¿¡ Àû¿ëÇÏ´Â ¹æ¹ýÀ» ´Ù·ç¾ú´Ù. ¸ð·¡¿Í Á¡Å並 ÀÌ¿ëÇÏ¿© ¾Ð¹Ð ½ÃÇèÀ» ¼öÇàÇϸ鼭 Àü´ÜÆÄ ¼Óµµ¸¦ ÃøÁ¤ÇÏ¿© ÇÏÁß ÀçÇÏ ¹× Á¦ÇÏ ½Ã±â¸¦ Æò°¡ÇÏ¿´´Ù. Àü´ÜÆÄ ¼Óµµ´Â À¯È¿ÀÀ·ÂÀÇ ÇÔ¼öÀ̹ǷΠÀü´ÜÆÄ ¼Óµµ¸¦ ÀÌ¿ëÇÏ¿© ÇÏÁß ÀçÇϽñ⸦ °áÁ¤ÇÒ ¼ö ÀÖÀ¸³ª, ħÇÏ·® ±âÁذú Àü´ÜÆÄ ¼Óµµ(À¯È¿ÀÀ·Â) ¸ÞÄ«´ÏÁòÀÌ ´Ù¸¦ ¼ö ÀÖÀ¸¹Ç·Î ÁÖÀÇÇØ¾ß ÇÑ´Ù. ¶ÇÇÑ Àü´ÜÆÄ ¼Óµµ´Â °í°áÈ­ Á¦¾î ±¸°£(cemented controlled regime)°ú ÀÀ·Â Á¦¾î ±¸°£(stress controlled regime)À¸·Î ±¸º°ÇÒ ¼ö ÀÖ¾î ÀÀ·ÂÀÌ·ÂÇö»óÀ» È®ÀÎÇÒ ¼ö ÀÖ´Ù. º¥´õ ¿¤¸®¸ÕÆ®°¡ ¼³Ä¡µÈ °íÁ¤µÈ ÇÁ·¹ÀÓ¿¡¼­ Àü´ÜÆÄ Åä¸ð±×·¡Çǰ¡ °¡´ÉÇÏ´Ù. ³·Àº ±¸¼ÓÀÀ·Â»óÅÂ¿Í Áø »ïÃà Àåºñ ³»¿¡¼­ Åä¸ð±×·¡ÇÇ ½ÇÇèÀ» ¼öÇàÇÑ °á°ú Àü´ÜÆÄ Åä¸ð±×·¡ÇÇ´Â Æò±ÕÀ¯È¿ÀÀ·Â°ú °ü·ÃµÈ Àü´ÜÆÄ ¼Óµµ º¯È­ÀÇ °üÃø¿¡ »ç¿ëµÉ ¼ö ÀÖÀ½À» º¸¿© ÁÖ¿´´Ù. ÇÑÆí ¾×»óÈ­¿Í °°Àº ¾î¶² Çö»óÀ» °üÃøÇϱâ À§ÇÏ¿© ¹Ýº¹ ÁֱⰡ ³ôÀº ¹æ½ÄÀÇ Àü´ÜÆÄ Æ®·£½º-ÀÏ·ç¹Ì³×À̼Ç(trans-illumination)ÀÌ Àû¿ëµÇ¾ú´Ù. Àü´ÜÆÄ ¼Óµµ¿Í Å©±âÀÇ Àü°³´Â ¾×»óÈ­ µ¿¾È °úÀ×°£±Ø¼ö¾ÐÀÇ °æÇâ°ú ÆòÇàÇÔÀ» ¾Ë ¼ö ÀÖ¾ú´Ù. º» ³í¹®¿¡¼­ ¼Ò°³ÇÑ Àû¿ëµéÀº º¥´õ ¿¤¸®¸ÕÆ®°¡ ½Ç³» ½ÃÇè¿¡¼­ Àü´ÜÆÄ °ËÃø¿¡ »ó´çÈ÷ È¿°úÀûÀÎ ¹æ¹ýÀÌ µÉ ¼ö ÀÖÀ½À» º¸¿©ÁØ´Ù.
The scope of this paper covers the applications of bender element tests in consolidation, tomography, and liquefaction. Loading and unloading time during consolidation are evaluated based on shear wave velocity. As S-wave velocity is dependent on effective stress, the loading step may be determined. However, cautions are required due to the different mechanism between the settlement and effective stress criteria. The stress history may be evaluated because the S-wave shows the cement controlled regime and stress controlled regimes. A fixed frame complemented with bender elements permits S-wave tomography The tomography system is tested at low confinement within a true triaxial cell. Results show that shear wave velocity tomography permits monitoring changes in the velocity field which is related to the average effective stress. To monitor the liquefaction phenomenon, S-wave trans-illumination is implemented with a high repetition rate to provide detailed information on the evolution of shear stiffness during liquefaction. The evolution of shear wave propagation velocity and attenuation parallel the time-history of excess pore pressure during liquefaction. Applications discussed in this paper show that bender elements can be a very effective tool for the detection of shear waves in the laboratory.
 
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Bender elements;Consolidation;Loading and Unloading;Stress history;Tomography;Trans-illumination;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.22, no.8, 2006³â, pp.43-54
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200634741580372)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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