|
|
|
Çѱ¹Áö¹Ý°øÇÐȸ / v.16, no.6, 2000³â, pp.79-85
|
Á¡ÁõÇÏÁßÀ» ¹Þ´Â »çÁúÅä Áö¹ÝÀÇ Á¶¹ÐÈ¿¡ ´ëÇÑ À¯ÇÑ¿ä¼ÒÇØ¼®
( A FEM Alalysis to the Sand Densification due to Increasing Loading ) |
| ÇѰæÁ¦; º¸°±â¼ú(ÁÖ) ±â¼ú¿¬±¸½Ç ½ÇÀå;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| º» ³í¹®¿¡¼´Â »çÁúÅä Áö¹Ý¿¡ ÀÏÁ¤±â°£ °è¼ÓÇÏ¿© Áõ°¡µÇ´Â ´Ü°èº° ÇÏÁßÀÌ ÀÛ¿ëÇÒ ¶§ ¹ß»ýÇÒ¼ö ÀÖ´Â Áö¹ÝÀÇ ¹ÐµµÈ Çö»óÀ» hyperbolic modelÀÇ ¸Å°³º¯¼ö º¯È¸¦ °í·ÁÇÑ ¹æ¹ýÀ¸·Î À¯ÇÑ¿ä¼Ò¹ý¿¡ ÀÇÇÑ ¼öÄ¡Àû ħÇÏÇØ¼®¿¡ ¹Ý¿µÇØ ÁÖ¾ú´Ù. À̸¦ À§ÇØ »çÁúÅäÀÇ »ó´ë¹Ðµµº° »ïÃà¾ÐÃà½ÇÇèÀ» ½Ç½ÃÇÏ¿© ¸Å°³º¯¼ö¸¦ »êÁ¤ÇÏ¿´À¸¸ç, À̸¦ Åä´ë·Î °¢°¢ÀÇ »ó´ë¹ÐµµÀÇ º¯È¿¡ µû¸¥ ¸Å°³º¯¼ö°ªÀ» LagrangeÀÇ ´ÙÇ×½Ä ¼öÄ¡º¸°£¹ýÀ¸·Î ÇÁ·Î±×·¥¿¡ ¹Ý¿µÇÏ¿´´Ù. ¶ÇÇÑ À¯ÇÑ¿ä¼ÒÇÁ·Î±×·¥ ³»¿¡¼ ¿ä¼ÒÀÇ Ã¼ÀûÀ» °è»êÇϰí üÀûÀÇ º¯È¸¦ »ó´ë¹Ðµµ °³³äÀ¸·Î Á¢±ÙÇÔÀ¸·Î¼ Áö¹ÝÀÇ ¹ÐµµÈ¸¦ ÇÁ·Î±×·¥³»¿¡¼ ¸ð»çÇÒ¼ö ÀÖµµ·Ï ÇÏ¿´´Ù. º» ¿¬±¸¿¡¼ °³¹ßÇÑ ÇØ¼® ÇÁ·Î±×·¥¿¡ ÀÇÇÑ Áö¹ÝÀÇ ¹ÐµµÈÇö»óÀÇ ¸ð»ç °á°ú¸¦ ½Ç³» ¸ðÇü±âÃÊÀçÇϽÇÇè¿¡ ÀÇÇÏ¿© ºñ±³ ºÐ¼®ÇØ º» °á°ú ±âÁ¸ÀÇ ÇØ¼® º¸´Ù Çâ»óµÈ °á°ú¸¦ ³ªÅ¸³¿À» ¾Ë ¼ö ÀÖ¾ú´Ù. |
|
|
| |
| Ű¿öµå |
| Ground densification;Settlement analysis;Hyperbolic model;Interpolation method;Model foundation loading test; |
| |
|
|
 |
|
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.16, no.6, 2000³â, pp.79-85
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200011920781600)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|