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Çѱ¹Áö¹Ý°øÇÐȸ / v.24, no.3, 2008³â, pp.5-11
À¯ÀüÀÚ ¾Ë°í¸®ÁòÀ» ÀÌ¿ëÇÑ »ç¸é¾ÈÁ¤Çؼ®ÀÇ ÀϹÝÈ­ ÇØ¹ý
( Generalized Solution Procedure for Slope Stability Analysis Using Genetic Algorithm )
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ÀÌ ³í¹®¿¡¼­´Â »ç¸é ¾ÈÁ¤ ÇØ¼®½Ã °æ»ç ÀýÆí¹ýÀ» ÀÌ¿ëÇÏ¿© ¾ÈÀüÀ²À» ±¸Çϸç À¯ÀüÀÚ ¾Ë°í¸®Áò¹æ¹ýÀ» ÀÌ¿ëÇÏ¿© ÇѰèÆÄ±«¸éÀ» °áÁ¤ÇÏ´Â ÀÌ·ÐÀ» Á¦¾ÈÇÏ¿´´Ù. ÇØ¼®¹æ¹ý¿¡¼­´Â ÇѰè Àü´Ü ÆÄ±«¸é°ú ¾ÈÀüÀ²À» ã°í ºñ¼±Çü ÆòÇü ¹æÁ¤½ÄÀÇ ÇØ¸¦ ±¸Çϱâ À§ÇØ ±¸¼Ó ÃÖÀûÈ­ ¹®Á¦·Î °£ÁÖÇÏ¿© ÇØ¼®À» ¼öÇàÇÏ¿´´Ù. À¯ÀüÀÚ ¾Ë°í¸®Áò ¹æ¹ýÀÇ È¿À²¼ºÀ» °ËÁõÇϱâ À§ÇÏ¿© ¿¹Á¦¸¦ ³í¹®¿¡ Æ÷ÇÔÇÏ¿´´Ù. À¯ÀüÀÚ ¾Ë°í¸®Áò ¹æ¹ý¿¡ ÀÇÇÏ¿© µµÃâµÈ »ç¸é ¾ÈÁ¤ ÇØ¼®°á°ú´Â ±âÁ¸¹æ¹ý¿¡ ºñÇÏ¿© ¿ì¼öÇÑ °ÍÀ¸·Î ÆÇ¸íµÇ¾ú´Ù.
This paper pertains to the incorporation of a genetic algorithm methodology for determining the critical slip surface and the corresponding factor of safety of soil slopes using inclined slice method. The analysis is formulated as a constrained optimization problem to solve the nonlinear equilibrium equations and finding the factor of safety and the critical slip surface. The sensitivity of GA optimization method is presented in terms of development of failure surface. Example problem is presented to demonstrate the efficiencies of the genetic algorithm approach. The results obtained by this method are compared with other traditional optimization technique.
 
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Consolidation;CRS test;Strain rate;Incremental loading test;Preconsolidation pressure;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.24, no.3, 2008³â, pp.5-11
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200818259612247)
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