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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
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2.
ȰdzÈÅäÀÇ Àü´ÜÁ¤¼ö$(c,varphi)$ Æò°¡
À̹®¼ö;À̱¤Âù; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.2, 1999³â, pp.181-194
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3.
An Experiment of Consolidation Behavior for Partly and Fully Penetrated SCP Ground
;;;;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.3-16
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4.
Development of Landfill Material by Utilizing Waste Lime
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.17-25
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5.
Slope Failure Surface Using Finite Element Method
; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.27-40
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6.
A Study on Stability Evaluation of the Nail-Anchor Mixed Support System
;;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.41-70
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7.
Undrained Behavior of Clay-Sand Mixtures under Triaxial Loading
;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.71-81
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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
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9.
Interaction between Flexible Buried Pipe and Surface Load
;;;; : Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.3, 1999³â, pp.83-97
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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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¶óÆæÆ® | »ç¾÷ÀÚ: 141-81-11184 | Åë½ÅÆÇ¸Å¾÷½Å°í: 2018-¼¿ï¸¶Æ÷-1286È£
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Tel: 02-3152-6061~2 | Fax: 02-3152-6068 | E-mail: lafent@naver.com
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