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1.
Engineering Characteristics of Crushed Rockfill Material
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.13, no.3, 1997³â, pp.63-76
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2.
Ultimate Bearing Capacity of Strip Foundation on Geogrid -Reinforced Clayey Soil
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.13, no.3, 1997³â, pp.77-86
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3.
Deformation Behaviour of Metamorphic Tuff from Plate Loading Test
;;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.13, no.3, 1997³â, pp.87-100
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4.
Three-Dimensional Limit Equilibrium Stability Analysis of Spile-Reinforced Shallow Tunnel
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.13, no.3, 1997³â, pp.101-122
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5.
¸ÅÀÔ¸»¶Ò ÇöÀåÀû¿ë °³¼±¿¡ ´ëÇÑ ¿¬±¸¸ÅÀÔ¸»¶Ò ÇöÀåÀû¿ë °³¼±¿¡ ´ëÇÑ ¿¬±¸
À±È£¼·;ÃÖÇö±æ;¹®¼öµ¿; : Çѱ¹Áö¹Ý°øÇÐȸ / v.19, no.4, 2003³â, pp.22-31
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6.
¾Ï¹Ý°øÇкоßÀÇ ÃÖ±Ù ¿¬±¸µ¿Çâ ¹× Àü¸Á(I)
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.19, no.4, 2003³â, pp.8-21
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7.
Áö¿ ³Ã³¹æ ½Ã½ºÅÛ¿¡¼ ÁöÁß¿±³È¯±âÀÇ ¼³°è ¹× ½Ã°ø
¹é¼º±Ç;¹Ú¿ëºÎ;¹ÚÁ¾¹è; : Çѱ¹Áö¹Ý°øÇÐȸ / v.22, no.5, 2006³â, pp.31-43
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8.
DUBAI Waterfront °³¹ß »ç·Ê(I)
¾È¼º¸ð; : Çѱ¹Áö¹Ý°øÇÐȸ / v.26, no.7, 2010³â, pp.8-14
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9.
ÅͳΠÃÊÀúÅäÇÇ°í °è°îºÎ Åͳκ¸°¹æ¾È »ç·Ê(I)
±è³«¿µ; : Çѱ¹Áö¹Ý°øÇÐȸ / v.26, no.7, 2010³â, pp.21-28
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10.
Áöº¸±¼Âø¿¡ µû¸£´Â ÀÎÁ¢°Ç¹°ÀÇ ¼Õ»óÀ§Çèµµ Æò°¡»ç·Ê: ½Ã°ø´Ü°è
À̼±Àç;¼ÛÅ¿ø;ÀÌÀ±»ó; : Çѱ¹Áö¹Ý°øÇÐȸ / v.26, no.10, 2010³â, pp.39-47
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