¶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

Çѱ¹¼öÀÚ¿øÇÐȸ / v.41, no.6, 2008³â, pp.619-628
°èÃþºÐ¼®°úÁ¤À» ÀÌ¿ëÇÑ ÃÖÀû È£¾È°ø¹ý ¼±Á¤
( Optimal Design of Bank Protection Work Using Analytic Hierarchy Process )
ÀÌÀç¹®;ÀÌ»óÀÏ; µ¿±¹´ëÇб³ Åä¸ñȯ°æ°øÇаú, Çö´ë¿£Áö´Ï¾î¸µ(ÁÖ) ¼öÀÚ¿øºÎ;µ¿±¹´ëÇб³ »çȸȯ°æ½Ã½ºÅÛ°øÇаú;
 
ÃÊ ·Ï
ÇÏõÀÇ È£¾ÈÀº Á¦¹æ ¶Ç´Â È£¾ÈÀ» À¯¼ö¿¡ ÀÇÇÑ ÆÄ±«¿Í ħ½ÄÀ¸·ÎºÎÅÍ º¸È£Çϱâ À§ÇÑ ±¸Á¶¹°·Î¼­ °ú°Å¿¡´Â Ä¡¼ö ¸ñÀû¸¸ °®°í ±â¼úÀÚÀÇ ÁÖ°üÀ̳ª °æÇèÀû ÆÇ´Ü¿¡ ±âÃÊÇØ °ø¹ýÀ» ¼±Á¤ÇÔÀ¸·Î½á ½Ã°øÇÑ ÈÄ ¿©·¯ ¹®Á¦Á¡µéÀÌ ¹ß»ýÇÏ¿´´Ù. ±×·¯³ª ÇöÀç´Â Ä¡¼ö»Ó¸¸ ¾Æ´Ï¶ó ȯ°æÀû Ãø¸éÀÌ °­Á¶µÇ¸é¼­ ÀÚ¿¬Çü È£¾ÈÀÌ ÇÊ¿äÇÏ°Ô µÇ°í, È£¾ÈÁ¾·ù°¡ ´Ù¾çÇØÁ® È£¾È °ø¹ý ¼±Á¤½Ã º¸´Ù °´°üÀûÀ̰í Á¤·®ÀûÀÎ ÇØ¼®¹æ¹ýÀÌ ÇÊ¿äÇÏ°Ô µÇ¾ú´Ù. º» ¿¬±¸¿¡¼­´Â È£¾È°ø¹ý ¼±Á¤½Ã ±âÁ¸ÀÇ ¹æ¹ý¿¡¼­ ¹®Á¦°¡ µÇ¾ú´ø ÁÖ°üÀû, °æÇèÀû ¿ä¼Ò¸¦ ÃÖ´ëÇÑ ¹èÁ¦Çϱâ À§ÇØ ¾ÈÁ¤¼º, °æÁ¦¼º, ½Ã°ø¼º, ģȯ°æ¼º¿¡ ´ëÇÑ ¼¼ºÎ±âÁØ ¹× Ç¥ÁØÈ­ ÀýÂ÷¸¦ Á¦½ÃÇϰí, ÃÖÀûÈ£¾È°ø¹ý ¼±Á¤¿¡ °èÃþºÐ¼®°úÁ¤À» µµÀÔÇÏ¿´´Ù. ÀÌ·Î½á ½Ç¹«¿¡¼­ ÃÖÀûÀÇ È£¾È°ø¹ýÀ» ¼±ÅÃÇÔ¿¡ ÀÖ¾î º¸´Ù °´°üÀûÀ̰í ÇÕ¸®ÀûÀÎ ÆÇ´ÜÀÇ ¼ö´ÜÀ» Á¦°øÇÒ ¼ö ÀÖÀ» °ÍÀ¸·Î ±â´ëµÈ´Ù.
Bank protection is a structure constructed to protect directly embankment breakage and erosion by river flow. Traditionally, the type of bank protection has been decided by practitioner's subjective and empirical judgement, which often causes problems after construction. Recently, however, it becomes important to consider not only physical protection but also environment. Various types of bank protection for environment-friendly river are now available. Thus, there is a need for more objective and quantitative decision method for bank protection work. This study adopts the analytic hierarchy process (AHP) to improve the objectiveness in the decision of bank protection work. Criteria for stability, economy, construction, environment are identified and a standardized process is presented for field application. With the proposed method, one can prioritize various bank protection works and make the optimal decision. We believe that the method can serve as a useful tool for river engineers in practice.
 
Ű¿öµå
È£¾È;È£¾È°ø¹ý;Á¦¹æ;°èÃþºÐ¼®°úÁ¤;Revetment;Bank protection work;Levee;AHP;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.41, no.6, 2008³â, pp.619-628
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200819160172070)
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¿