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1.   ¿À¿°Áö¹ÝÀÇ Àü±âºñÀúÇ×Ä¡¿Í Å伺°úÀÇ »ó°ü¼º ¿¬±¸
À±±æ¸²;ÀÌ¿µ³²; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.2, 1998³â, pp.79-92
2.   ÃàÇÏÁß ÀçÇϸ»¶ÒÀÇ ÇÏÁßÀüÀÌ °Åµ¿¿¡ ´ëÇÑ ¼öÄ¡ÇØ¼®
¿À¼¼ºØ;ÃÖ¿ë±Ô; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.2, 1998³â, pp.93-106
3.   Åͳα¼Âø ÇöÀå¿¡ ÀÎÁ¢ÇÑ Áö»ó±¸Á¶¹°ÀÇ ¾ÈÀü¼º Æò°¡¿ë Àü¹®°¡ ½Ã½ºÅÛÀÇ °³¹ß (1) -Àü¹®°¡ ½Ã½ºÅÛ °³¹ß ¹× ½Å·Ú¼º °ËÁõÀ» Áß½ÉÀ¸·Î
¹è±ÔÁø;½ÅÈÞ¼º; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.2, 1998³â, pp.107-126
4.   Ultimate Uplift Capacity of Circular Anchors in Layered Soil
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.3, 1998³â, pp.63-72
5.   Measured Performance of Full Scale Tieback Walls in
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.3, 1998³â, pp.5-24
6.   Behavior and Analysis of Laterally Loaded Model Pile in Nak-dong River Fine Sand
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.3, 1998³â, pp.25-46
7.   Disturbed State Modeling for Fully Saturated Sand under Dynamic Load
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.3, 1998³â, pp.47-62
8.   Numerical Analysis for Crack and Opening of Keystone Block Wall
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.3, 1998³â, pp.109-122
9.   Three-Dimensional Limit Equilibrium Stability Analysis of the Irregularly Shaped Excavation Comer with Skew Soil Nailing System
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.3, 1998³â, pp.73-94
10.   Development of an Inversion Analysis Technique for Downhole Testing and Continuous Seismic CPT
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.3, 1998³â, pp.95-108
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