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1.   Engineering Characteristics of Crushed Rockfill Material
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.13, no.3, 1997³â, pp.63-76
2.   Ultimate Bearing Capacity of Strip Foundation on Geogrid -Reinforced Clayey Soil
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.13, no.3, 1997³â, pp.77-86
3.   Deformation Behaviour of Metamorphic Tuff from Plate Loading Test
;;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.13, no.3, 1997³â, pp.87-100
4.   Three-Dimensional Limit Equilibrium Stability Analysis of Spile-Reinforced Shallow Tunnel
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.13, no.3, 1997³â, pp.101-122
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
6.   ¾Ï¹Ý°øÇкоßÀÇ ÃÖ±Ù ¿¬±¸µ¿Çâ ¹× Àü¸Á(I)
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.19, no.4, 2003³â, pp.8-21
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
8.   DUBAI Waterfront °³¹ß »ç·Ê(I)
¾È¼º¸ð; : Çѱ¹Áö¹Ý°øÇÐȸ / v.26, no.7, 2010³â, pp.8-14
9.   ÅͳΠÃÊÀúÅäÇÇ°í °è°îºÎ Åͳκ¸°­¹æ¾È »ç·Ê(I)
±è³«¿µ; : Çѱ¹Áö¹Ý°øÇÐȸ / v.26, no.7, 2010³â, pp.21-28
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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