¶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.16, no.5, 2000³â, pp.83-92
Mass Movement°¡ ŸÀÌ¹é ¾ÞÄ¿ º®Ã¼ÀÇ °Åµ¿¿¡ ¹ÌÄ¡´Â ¿µÇâÆò°¡
( Investigation of Tieback wall Behavior based on Generated Mass Movement )
ÀÓÀ¯Áø; ¹èÀç´ëÇб³ °ø°ú´ëÇÐ Åäȯ°æ°øÇаú;
 
ÃÊ ·Ï
º®Ã¼ÀÇ ¼öÆòº¯À§ Áß ÅäüÀÇ Ä§ÇÏ ¹× ¾ÞĿü ÀÚüÀÇ ¿òÁ÷ÀÓ µîÀ¸·Î ÀÎÇØ ¹ß»ýÇÏ´Â mass movement°¡ ŸÀÌ¹é ¾ÞÄ¿Åä·ùº®ÀÇ °Åµ¿¿¡ ¹ÌÄ¡´Â ¿µÇâÀ» Á¶»çÇÏ¿´´Ù. ½Ã°ø»ç·Ê¿¡ ´ëÇÑ À¯ÇÑ¿ä¼Ò ÇØ¼®À» ½Ç½ÃÇÏ¿© º®Ã¼ÀÇ º¯À§, °Ñº¸±âÅä¾Ð, mass movement ¹× ¾ÞÄ¿ ÀÚÀ¯Àå ³»¿¡¼­ÀÇ ÇÏÁß º¯È­¸¦ ÅõÀûÇÏ¿´´Ù. À¯ÇÑ¿ä¼ÒÇØ¼®¹ýÀ» ÀÌ¿ëÇØ mass movement¸¦ °è»ê, ¿¹ÃøÇÒ ¼ö ÀÖ¾úÀ¸¸ç, ½Ã°ø ¼ø¼­¿¡ µûÈç ¾ÞÄ¿ ÀÚÀ¯Àå ³»ÀÇ ÇÏÁߺ¯È­¸¦ ¿¹ÃøÇÒ¼ö ÀÖ¾ú´Ù. ÇöÀå°èÃø°á°ú¿Í À¯ÇÑ¿ä¼ÒÇØ¼®°á°ú·ÎºÎÅÍ º®Ã¼º¯À§, °Ñº¸±âÅä¾Ð ¹× ¾ÞÄ¿ÀÇ ÇÏÁß º¯È­¿¡ ¹ÌÄ¡´Â mass movementÀÇ ¿µÇâÀÌ ¸Å¿ì Å­À» È®ÀÎ ÇÒ ¼ö ÀÖ¾ú´Ù.
 
Ű¿öµå
Tied-back anchor wall;Mass movement;Finite element analysis;Case histories;Anchor load;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.16, no.5, 2000³â, pp.83-92
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200011920441564)
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¿