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1.   ¼±´Ü ÇϺÎÁö¹Ý ±×¶ó¿ìÆÃµÈ °³´Ü°­°ü¸»¶ÒÀÇ ¿¬Á÷ ÁöÁö·Â¿¡ °üÇÑ ¿¬±¸
Á¤µÎȯ;ÃÖ¿ë±Ô;Á¤¼º±³; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.2, 1999³â, pp.165-180
2.   È­°­Ç³È­ÅäÀÇ Àü´ÜÁ¤¼ö$(c,varphi)$ Æò°¡
À̹®¼ö;À̱¤Âù; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.2, 1999³â, pp.181-194
3.   An Experiment of Consolidation Behavior for Partly and Fully Penetrated SCP Ground
;;;;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.3-16
4.   Development of Landfill Material by Utilizing Waste Lime
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.17-25
5.   Slope Failure Surface Using Finite Element Method
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.27-40
6.   A Study on Stability Evaluation of the Nail-Anchor Mixed Support System
;;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.41-70
7.   Undrained Behavior of Clay-Sand Mixtures under Triaxial Loading
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.71-81
8.   An Experimental Study on the Bearing Characteristics of Auger-Cast Pile Installed Using Expansive Mortar
;;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.99-111
9.   Interaction between Flexible Buried Pipe and Surface Load
;;;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.83-97
10.   The Variation of Compressional Wave Velocity with Degree of Saturation in Granites
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.177-197
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