|
|
|
Çѱ¹Áö¹Ý°øÇÐȸ / v.19, no.6, 2003³â, pp.99-106
|
ÀåºñÇÏÁßÀ» ¹Þ´Â ¸Å¸³Áö »ç¸é Â÷¼ö ½Ã½ºÅÛ ¼³°è¸¦ À§ÇÑ À¯ÀüÀÚ ¾Ë°í¸®ÁòÀÇ Àû¿ë
( Application of Genetic Algorithm for Designing Tapered Landfill Lining System Subjected to Equipment Loadings ) |
| ¹ÚÇöÀÏ;À̽·¡; Çѱ¹°úÇбâ¼ú¿ø, °Ç¼³ ¹× ȯ°æ°øÇаú;Çѱ¹°úÇбâ¼ú¿ø, °Ç¼³ ¹× ȯ°æ°øÇаú;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| º» ¿¬±¸¿¡¼´Â ÀåºñÇÏÁßÀÌ °í·ÁµÈ Æó±â¹° ¸Å¸³Áö ¶óÀÌ´× ½Ã½ºÅÛÀÇ ´Ü¸é ¼³°è¸¦ À§ÇÏ¿© Á¦¾ÈµÈ °³º°¿ä¼Ò¹ý¿¡ ±Ù°ÅÇÑ ¾ÈÁ¤Çؼ® ±â¹ý°ú ½Ç¼öÇü À¯ÀüÀÚ ¾Ë°í¸®ÁòÀÌ Àû¿ëµÈ »õ·Î¿î ÃÖÀûÈ ¼³°è±â¹ýÀÌ Á¦¾ÈµÇ¾ú´Ù. °³º°¿ä¼Ò¹ý¿¡ ±Ù°ÅÇÏ¿© Á¦¾ÈµÈ ÇØ¼®±â¹ýÀ» ÀåºñÇÏÁßÀÌ Àû¿ëµÈ Æó±â¹° ¸Å¸³ÁöÀÇ ¶óÀÌ´× ½Ã½ºÅÛ ÇØ¼®¿¡ Àû¿ëÇÔÀ¸·Î½á, ¶óÀÌ´× ½Ã½ºÅÛÀÇ ±¸¼º¿ä¼Ò ÁßÀÇ ÇϳªÀÎ µ¤°³ ÈëÀÇ ´Ü¸é º¯È¿¡ µû¸¥ ¿µÇâÀÌ °ËÅäµÇ¾ú´Ù. ¶ÇÇÑ Æó±â¹° ¸Å¸³ ¿ë·®À» ÃÖ´ëÈÇÒ ¼ö ÀÖ´Â ¸Å¸³Áö¶óÀÌ´× »ç¸é Çü»óÀ» °áÁ¤Çϱâ À§ÇÏ¿©, ½Ç¼öÇü À¯ÀüÀÚ ¾Ë°í¸®Áò¿¡ ±Ù°ÅÇÑ ÃÖÀûÈ °úÁ¤À» ÅëÇÑ ÃÖÀû¼³°è ¿¹Á¦Çؼ®ÀÌ ¼öÇàµÇ¾ú´Ù. |
|
| In this paper, a new optimized design methodology is proposed. It integrates the discrete element method (DEM) and real-coded genetic algorithm for the design of landfill lining system subjected to equipment loadings. In applying the design method to a tapered lining system, the effect of the taperness, which means the change of shape for cover soil, is examined. The optimization problem to maximize the capacity of a waste-containment facility is solved using real coded genetic algorithm. Numerical example analysis is carried out for a typical landfill slope structure. |
| |
| Ű¿öµå |
| Equipment load;Genetic algorithm;Landfill design method;Liner;Slope stability; |
| |
|
|
 |
|
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.19, no.6, 2003³â, pp.99-106
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200311922147895)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|