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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
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2.
¿¬¾àÁö¹Ý(V-1)
µµ´öÇö;°íÀ縸; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.2, 1996³â, pp.133-151
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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
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4.
ȰÅä¿Í º¸°Àç °æ°è¸é¿¡¼ÀÇ ¸¶Âû°è¼ö¿¡ °üÇÑ ¿¬±¸
±è»ó±Ô;ÀÌÀº¼ö; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.2, 1996³â, pp.107-114
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5.
P1ane Strain Strength of Fine Sands
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.5-16
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6.
Evaluation of the Asph81t Mixture Performance with Waste Materials
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.17-34
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7.
A Large Slipping Finite Element Model for Geosynthetics Interface Modeling
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.35-48
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8.
Finite Elerllent Analysis of the Pull-out Test
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.49-62
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9.
Creep Effect of Shallow Plate Anchor in Soft Clsy
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.3, 1996³â, pp.63-72
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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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Tel: 02-3152-6061~2 | Fax: 02-3152-6068 | E-mail: lafent@naver.com
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