¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹Áö¹Ý°øÇÐȸ / v.24, no.2, 2008³â, pp.15-25
ÆØÀ̱âÃÊÀÇ Çü»ó¿¡ µû¸¥ Ư¼º ºÐ¼®
( A Study on the Characteristic of Floating Base Plate due to Plate Shape )
À̼Û;Á¤´ë¿­;Á¤È¿±Ç;À̹«Ã¶; ¼­¿ï½Ã¸³´ëÇб³ Åä¸ñ°øÇаú;¿¡¸Þ¶öµå ¼ÒÇÁÆ®;Çѱ¹ÆØÀÌÆÄÀÏ¢ß;¼­¿ï½Ã¸³´ëÇб³ Åä¸ñ°øÇаú;
 
ÃÊ ·Ï
¾ÐÃ༺ÀÌ Å©°í ÁöÁö·ÂÀÌ ÀÛÀº ¿¬¾àÁö¹Ý¿¡ ±¸Á¶¹° ÃàÁ¶ ½Ã ħÇÏÀú°¨ ¹× ÁöÁö·ÂÀÇ Çâ»óÀ» À§ÇÑ ´Ù¾çÇÑ °ø¹ýÀÌ ÇÊ¿äÇϸç ÀÌ·¯ÇÑ ¸ñÀûÀ¸·Î ÆØÀ̱âÃʰ¡ °³¹ßµÇ¾î »ç¿ëµÇ¾î¿Ô´Ù. º» ³í¹®¿¡¼­´Â ±âÁ¸ÀÇ ±¸ÇüÆØÀ̱âÃÊ¿¡ Çü»óÀÇ º¯È­¸¦ ÁØ ´Ù¾çÇÑ ÆØÀ̱âÃÊ¿¡ ´ëÇÑ ¼öÄ¡ÇØ¼®À» ½Ç½ÃÇÏ¿© ÇÏÁß-ħÇÏ Æ¯¼ºÀ» ÆÄ¾ÇÇÑ ÈÄ Ä§ÇÏ·® Àú°¨ È¿°ú°¡ ÀÔÁõµÈ ºÎ¾çÆØÀ̱âÃÊ¿¡ ´ëÇÏ¿© ÆòÆÇÀçÇϽÃÇè ¹× ¼öÄ¡ÇØ¼®À» ½Ç½ÃÇÏ¿´´Ù. ¿¬±¸°á°ú, ºÎ¾çÆØÀ̱âÃÊ´Â ¿¬¾àÁö¹ÝÀÇ Ä§ÇÏ Àú°¨ ¹× ÁöÁö·Â Çâ»ó¿¡ È¿°ú¸¦ ¹ßÈÖÇÏ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù.
A soft ground improvement method is used for structures which are constructed on soft ground to decrease settlement and Increase bearing capacity. The Floating Base Plate has been developed for such purposes. In this study, the load-settlement characteristics were investigated by numerical analysis on various Floating Base Plate shapes to select an optimum shape, different from the conventional shape. The selected optimum shape was used to perform plate bearing test and numerical simulations. It was found that the Floating Base Plate is very effective In reducing the settlement and increasing the bearing capacity.
 
Ű¿öµå
Floating Base Plate;Load-Settlements Characteristic;Numerical analysis;Soft ground;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.24, no.2, 2008³â, pp.15-25
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200814364033521)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿