|
|
|
Çѱ¹Áö¹Ý°øÇÐȸ / v.24, no.9, 2008³â, pp.5-11
|
ħÅõ°¡ °í·ÁµÈ Åä»ç»ç¸éÆÄ±«ÀÇ ¼öÄ¡ÇØ¼®
( Numerical Analysis of Seepage Induced Earthern Slope Failures ) |
| ¼¿µ±³; ;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| ħÅõ¿¡ ÀÇÇÑ Åä»ç»ç¸éÀÇ ºØ±«´Â ±â»óÇÐÀûÀÎ Çö»ó°ú ´õºÒ¾î ¸¹Àº ¾çÀÇ ÁöÇϼöÀÇ À¯ÀÔ¿¡ ÀÇÇÏ¿© ¹ß»ýÇÑ´Ù. Åä»ç»ç¸é ¼Ó¿¡ Á¸ÀçÇÏ´Â ÁöÇϼöÀÇ È帧Àº ½É°¢ÇÑ Àç»ê ¹× Àθí¼Õ½ÇÀÇ ÀáÀçÀûÀÎ ¿äÀÎÀ¸·Î ÀÛ¿ëÇÑ´Ù. ÀÌ·¯ÇÑ Ä§Åõ¿¡ ÀÇÇÑ Åä»ç»ç¸éÀÇ ¾ÈÁ¤¼º ¹®Á¦´Â Áö¹Ý°øÇп¡¼ Áß¿äÇÑ ¹®Á¦·Î ÀνĵǾîÁ® ¿À°í ÀÖ´Ù. º» ¿¬±¸´Â ±âÁ¸ÀÇ À¯Ã¼ ¹× °íüÀÇ »óÈ£ ÀÛ¿ë¿¡ ´ëÇÑ ¼öÄ¡¸ðµ¨¸µ ±â¹ýÀ» ÀÌ¿ëÇÏ¿© ħÅõ¿¡ ÀÇÇÑ Åä»ç»ç¸éºØ±«ÀÇ ÀÌÇØ ¹× À̸¦ ¿¹ÃøÇϱâ À§ÇÏ¿© ¼öÇàµÇ¾ú´Ù. º» ¿¬±¸´Â Áö¹Ý°øÇп¡¼ Áß¿äÈ÷ ´Ù·ç´Â »ç¸é¾ÈÁ¤È±â¹ý ¿¬±¸¿¡ È¿°úÀûÀÎ ±â¼úÀû ±â¿©¿¡ ÁßÁ¡ÀÌ ÀÖ´Ù. |
|
| Seepage induced earthern slope failures occurs in concert with meteorological events when large quantities of groundwater are channeled into slopes through infiltration. The presence of flowing groundwater in earthern slopes can induce ground failures that result in significant property damage and potential loss of life. Seepage induced earthen slope failures represent a serious problem in geotechnical engineering. This research applies existing fluid-solid numerical modeling capabilities to the study and prediction of seepage induced earthen slope failures. Study of the targeted application holds potential for much needed advances in geotechnical engineering analysis technology which could be used to design more effective engineering slope stabilization interventions. |
| |
| Ű¿öµå |
| Finite element method;Numerical method;Seepage;Slope stability; |
| |
|
|
 |
|
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.24, no.9, 2008³â, pp.5-11
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200814852871954)
¾ð¾î : ¿µ¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|