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1.   ¸»¶ÒÁ÷°æÀÌ Àç´Ü¸»¶ÒÀÇ Æó»öÁ¤µµ¿Í ÁöÁö·Â¿¡ ¹ÌÄ¡´Â ¿µÇâ
¹é±ÔÈ£;±è¿µ»ó;À̽·¡; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.2, 1996³â, pp.85-94
2.   ¿¬¾àÁö¹Ý(V-1)
µµ´öÇö;°íÀ縸; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.2, 1996³â, pp.133-151
3.   ¿­¾ÇÇÑ Áö¹ÝÁ¶°Ç¿¡¼­ °íÁú°ø¹ýÀÇ Áö¹Ýº¸°­È¿°ú Áõ´ë¿¡ °üÇÑ ¿¬±¸
õº´½Ä;Ãֱ⼺; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.2, 1996³â, pp.115-132
4.   È­°­Åä¿Í º¸°­Àç °æ°è¸é¿¡¼­ÀÇ ¸¶Âû°è¼ö¿¡ °üÇÑ ¿¬±¸
±è»ó±Ô;ÀÌÀº¼ö; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.2, 1996³â, pp.107-114
5.   P1ane Strain Strength of Fine Sands
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.5-16
6.   Evaluation of the Asph81t Mixture Performance with Waste Materials
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.17-34
7.   A Large Slipping Finite Element Model for Geosynthetics Interface Modeling
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.35-48
8.   Finite Elerllent Analysis of the Pull-out Test
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.49-62
9.   Creep Effect of Shallow Plate Anchor in Soft Clsy
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.63-72
10.   Overview and Analysis of New International Code of Practice for Pile Foundation
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.73-82
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