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Çѱ¹Áö¹Ý°øÇÐȸ / v.7, no.4, 1991³â, pp.89-98
»ç¸éÀÇ 3Â÷¿ø ¾ÈÁ¤Çؼ®¿¡ °üÇÑ ¿¬±¸
( A Study on the Three-Dimensional Stability Analysis of the Slope )
±è¿µ¼ö;¹é¿µ½Ä;¼­Àμ®; °æºÏ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;°æÈ¸´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú, ÀüºÏ´ëÇб³ ´ëÇпø Åä¸ñ°øÇаú;;
 
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This paper presents the three-dimensional stability analysis of the homogeneous, isotropic soil Slopes. Rotational slides are assumed with a cylindroid central part terminated with log-spiral curved ends. The ratio of threeiimensional minimum factor of safety to two 4imensional case is examined and factor of safety changes are showed for the ratio of cylinder length to slope height. On touch babes the following conclusions may be made 1. Factors of safety computed for 3-D geometry differ considerablely from ordir,arty 2-D factor of. safety. Sinoe Fn 1 Fa2 exceeds unity, threeiimensional effects tend to increase the factor of safety. 2. A,B LIU increase, the value of Fb3/ Fs2 decreases. 3. The ratio of Fr/Fs2 appears to be very sensitive to c and values.
 
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.7, no.4, 1991³â, pp.89-98
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199111920444410)
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