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´ÙÁüÁ¡ÅäÀÇ Æ½¼ÒÆ®·ÎÇÇ ¼ºÁú¿¡ °üÇÑ ¿°ºÐÀÇ ¿µÇâ |
1-57 |
1984. 02. |
µ¿±¹´ëÇб³ ´ëÇпø ¼®»çÇÐÀ§³í¹® |
2 |
¼öÄ¡Çؼ®¿¡ ÀÇÇÑ °¿ì½Ã ħÅõƯ¼º |
323-348 |
1988. 12. |
µ¿±¹´ëÇб³ ´ëÇпø ¿¬±¸³íÁý Á¦18Áý |
3 |
ºñÆ÷ÈÁö´ëÀÇ ¿À¿°À̵¿¿¡ °üÇÑ À¯ÇÑ¿ä¼ÒÇؼ® |
33-48 |
1988. 12. |
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4 |
°¡È£¾ÈÁ¦ÀÇ TRANSIENT FLOW |
25-29 |
1989. 10. |
±º»ê¼ö´ë ¼ö»ê°úÇבּ¸º¸°í Á¦5È£ |
5 |
¼öÀ§º¯È½Ã °¡È£¾ÈÁ¦ÀÇ Ä§Åõ°Åµ¿ |
31-34 |
1989. 10. |
±º»ê¼ö´ë ¼ö»ê°úÇבּ¸º¸°í Á¦5È£ |
6 |
¼öÄ¡Çؼ®¿¡ ÀÇÇÑ ¹«ÇÑ»ç¸éÀÇ °¿ì½Ã ħÅõ°Åµ¿ |
157-174 |
1989. 12. |
´ëÀü°ø¾÷´ëÇÐ³í¹®Áý Á¦6±Ç Á¦2È£ |
7 |
À¯ÇÑ¿ä¼ÒÇؼ®¿¡ ÀÇÇÑ ¹«ÇÑ»ç¸éÀÇ ÇÑ°è°¿ì·® °áÁ¤ |
289-309 |
1989. 12. |
µ¿±¹´ëÇб³ ´ëÇпø ¿¬±¸³íÁý Á¦19Áý |
8 |
°¿ì½Ã ¹«ÇÑ»ç¸éÀÇ Ä§Åõ°Åµ¿ |
1-168 |
1990. 08. |
µ¿±¹´ëÇб³ ´ëÇпø ¹Ú»çÇÐÀ§³í¹® |
9 |
°¿ì·Î ÀÎÇÑ »ç¸éºÒ¾ÈÁ¤ |
53-64 |
1991. 03. |
´ëÇÑÅäÁú°øÇÐȸÁö Á¦7±Ç Á¦1È£ |
10 |
ºÎ°£±Ø¼ö¾Ð ÃøÁ¤¿ë ÆÁÀÇ °³¹ß ¹× ÃøÁ¤ |
51-71 |
1991. 12. |
´ëÀü°ø¾÷´ëÇÐ ³í¹®Áý Á¦8±Ç Á¦2Áý |
11 |
Prediction of Rainfall-Triggered Landslide in Korea |
989-994 |
1992. 02. |
Proc. of 6th Intr. Symp. on Landslide |
12 |
ÁýÁßÈ£¿ì·Î ÀÎÇÑ ÀýÅä»ç¸éÀÇ ºØ±«Á¶»ç ¹× ºÐ¼®¿¡ °üÇÑ ¿¬±¸ |
153-166 |
1992. 06. |
´ëÀü°ø¾÷´ëÇÐ ³í¹®Áý Á¦9±Ç Á¦1Áý |
13 |
Æó±â¹° ¸Å¸³Áö¹Ý¿¡ ´ëÇÑ µ¿´ÙÁü °ø¹ý Àû¿ëÀÇ Å¸´ç¼º ºÐ¼® ¹× Æò°¡ |
5 |
1992. 10. |
´ëÇÑÅä¸ñÇÐȸ Çмú¹ßǥȸ °³¿äÁý |
14 |
Æó±â¹° ¸Å¸³Áö¹Ý¿¡ ´ëÇÑ µ¿´ÙÁü È¿°úÀÇ ÃøÁ¤ |
14 |
1993. 10. |
´ëÇÑÅä¸ñÇÐȸ Çмú¹ßǥȸ °³¿äÁý |
15 |
Assessment of Dynamic Compaction Applied to Waste Landfill |
209-222 |
1993. 11. |
KSCE Journal of Civil Engineering Vol.13, No.5 |
16 |
µµ½ÃÆó±â¹° ¸Å¸³Áö¹ÝÀÇ °³·®°ú ÈÇÐÀû ¼ºÇ⠺м® |
6 |
1994. 05. |
Çѱ¹Áö¹Ý°øÇÐȸ \'94³âµµ º½Çмú¹ßǥȸ ³í¹®Áý |
17 |
µ¿¾Ð¹Ð°ø¹ýÀ» ÀÌ¿ëÇÑ µµ½Ã Æó±â¹° ¸Å¸³Áö¹ÝÀÇ ¹°¸®Àû °³·®À» À§ÇÑ ¹æ¾È |
13 |
1994. 12. |
´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý |
18 |
¸Å¸³ÁöÀÇ ¹°¸®ÈÇÐÀû Ư¼º¿¡ °üÇÑ ¿¬±¸ |
237-247 |
1995. 04. |
Çѱ¹Æó±â¹°ÇÐȸÁö Á¦12±Ç Á¦2È£ |
19 |
µ¿Àû ÄÜ°üÀÔ½ÃÇè¿¡ ÀÇÇÑ µµ½ÃÆó±â¹° ¸Å¸³Áö¹ÝÀÇ °³·® È¿°ú ÃøÁ¤¿¡ °üÇÑ ¿¬±¸ |
71-81 |
1995. 06. |
´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý Á¦12±Ç Á¦1Áý |
20 |
¾èÀº ±âÃÊÀÇ ÁöÁö·Â ÃßÁ¤¿¡ ´ëÇÑ ÀýÆí¹ýÀÇ Àû¿ë(I) |
83-92 |
1995. 06. |
´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý Á¦12±Ç Á¦1Áý |
21 |
¾èÀº ±âÃÊÀÇ ÁöÁö·Â ÃßÁ¤À» À§ÇÑ ½ÇÇèÀû ¿¬±¸ |
91-99 |
1996. 06. |
´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý Á¦13±Ç Á¦1Áý |
22 |
Ground Improvement of Municipal Waste Landfill by Dynamic Compression |
653-656 |
1996. 11. |
2nd Int. Congress on Environmental Geotechnics |
23 |
ÁõÃà Á¦Ã¼ÀÇ Ä§Åõ°Åµ¿¿¡ ´ëÇÑ ½ÇÇèÀû ¿¬±¸ |
4 |
1998. 10. |
´ëÇÑÅä¸ñÇÐȸ Çмú¹ßǥȸ °³¿äÁý |
24 |
Á¦Ã¼ ÁõÃà Àç·áÀÇ ¼±Á¤À» À§ÇÑ Ä§Åõ °Åµ¿ÀÇ ½ÇÇèÀû ¿¬±¸ |
249-264 |
1998. 12. |
´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý Á¦15±Ç AÆí |
25 |
Ãæ³²Áö¿ªÀÇ °¿ìƯ¼ºÀÌ »ê»çÅ¿¡ ¹ÌÄ¡´Â ¿¬±¸ |
4 |
1999. 10. |
´ëÇÑÅä¸ñÇÐȸ Çмú¹ßǥȸ °³¿äÁý |
26 |
ÇÏõ ÁõÃàÁ¦Ã¼ÀÇ Ä§Åõ°Åµ¿ºÐ¼® |
4 |
1999. 10. |
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27 |
¼öÀ§ ±Þº¯È¸¦ °í·ÁÇÑ ÇÏõ ÁõÃà Á¦Ã¼ÀÇ Ä§Åõ °Åµ¿ |
25-39 |
1999. 12. |
´ëÀü»ê¾÷´ëÇб³ ³í¹®Áý Á¦16±Ç |
28 |
´ëÀü-Ãæ³²Áö¿ªÀÇ °¿ìƯ¼º¿¡ ÀÇÇÑ »ê»çÅ¿¡ °üÇÑ ¿¬±¸ |
341-355 |
2000. 07. |
´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý Á¦20±Ç 4-CÈ£ |
29 |
°¿ì½Ã µµ·Î ¼ºÅä»ç¸éÀÇ ºÒ¾ÈÁ¤¼º Çؼ® ¹× ´ëÃ¥ |
4 |
2000. 10. |
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30 |
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2000. 11. |
¿¬±¸È¯°æ°úÇÐȸ Çмú¹ßǥȸ °³¿äÁý |
31 |
°¿ì·Î ÀÎÇÑ µµ·Î¼ºÅä »ç¸éÀÇ ºÒ¾ÈÁ¤¼º Æò°¡ |
159-170 |
2000. 12. |
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32 |
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297-302 |
2000. 12. |
Çѱ¹È¯°æ±â¼úÇÐȸÁö Á¦1±Ç Á¦3È£ |
33 |
°³Âø½Ä °¡½Ã¼³¹°ÀÇ °Åµ¿¿¡ °üÇÑ ¿¬±¸ |
4 |
2001. 10. |
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34 |
È£¿ì½Ã ¼ºÅä»ç¸éÀÇ ºÒ¾ÈÁ¤ Çؼ® |
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2001. 10. |
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35 |
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2001. 10. |
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Æó±â¹° ¼±º°Åä»çÀÇ ¼ºÅäÀç È°¿ëÀ» À§ÇÑ Áö¹Ýȯ°æ°øÇÐÀû Ư¼º |
4 |
2001. 10. |
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37 |
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1-37 |
2001. 12. |
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38 |
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542-552 |
2002. 08. |
Çѱ¹Æó±â¹°ÇÐȸÁö Á¦19±Ç Á¦5È£ |
39 |
¿¬¾àÁö¹Ý»ó µµ·Î ¼ºÅä»ç¸éÀÇ ¾ÈÁ¤¼º Æò°¡ |
29-41 |
2002. 10. |
ȯ°æº¸Àü¹æÀ翬±¸¼Ò ³í¹®Áý Á¦1±Ç Á¦1È£ |
40 |
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131-135 |
2002. 10. |
´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
41 |
ÇÏõ ¼öÀ§ º¯È½Ã Á¦Ã¼ÀÇ ¾ÈÁ¤¼º Áõ´ë ¹æ¾È |
131-149 |
2002. 12. |
°Ç¼³¾ÈÀü±â¼ú ³í¹®Áý Á¦2±Ç |
42 |
°¿ìħÅõ¸¦ °í·ÁÇÑ ÀýÅä»ç¸éÀÇ ¾ÈÁ¤ Çؼ® |
3363-3366 |
2003. 10. |
´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
43 |
ÇؼºÁ¡ÅäÀÇ ¾Ð¹ÐƯ¼º¿¡ ´ëÇÑ Ç¥Ãþ °ÇÁ¶È¿°ú |
3418-3421 |
2003. 10. |
´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
44 |
±íÀº ±¼Âø ¹× ¹öÆÀ´ë ÇØü½Ã È븷ÀÌ º®Ã¼ÀÇ °Åµ¿ |
3796-3799 |
2003. 10. |
´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
45 |
¼öÀ§ º¯È½Ã ÇÏõ Á¦Ã¼ÀÇ ¾ÈÁ¤¼º Áõ´ë¿¡ °üÇÑ ¿¬±¸ |
3871-3874 |
2003. 10. |
´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
46 |
µµ½ÃÆó±â¹° ¸Å¸³Áö¹ÝÀÇ ÀçÈ°¿ëÀ» À§ÇÑ ÅäÁú Ư¼º ºÐ¼® |
4034-4037 |
2003. 10. |
´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
47 |
»ç¿ë Á¾·áµÈ µµ½ÃÆó±â¹° ¸Å¸³Áö¹ÝÀÇ ÀçÈ°¿ëÀ» À§ÇÑ Áö¹Ý °øÇÐÀû Ư¼ººÐ¼® |
23-37 |
2003. 12. |
ȯ°æº¸Àü¹æÀ翬±¸¼Ò ³í¹®Áý Á¦2±Ç Á¦1È£ |
48 |
Æļ⼮ÀÌ È¥ÇÕµÈ µÞä¿òÀç º¸°Åä ¿Ëº®ÀÇ º¯À§°Ïµ¿¿¡ ´ëÇÑ »ç·ÊºÐ¼® |
107-133 |
2003. 12. |
°Ç¼³¾ÈÀü±â¼ú³í¹®Áý Á¦3±Ç |
49 |
¼ÒÇÏõ Á¦Ã¼ÀÇ ÁõÃà½Ã ¾ÈÁ¤¼º ºÐ¼® |
15-29 |
2004. 06. |
ȯ°æº¸Àü¹æÀ翬±¸¼Ò ³í¹®Áý Á¦3±Ç Á¦1È£ |
50 |
Instability Analysis of Road Landfill Slope during Heavy Rainfall |
41-49 |
2004. 09. |
Journal of the Korean Geo-Environmental Society, Vol.5, No.3 |
51 |
Æó±â¹°¸Å¸³Áö ¼±º°Åä»çÀÇ ÀçÈ°¿ëÀ» À§ÇÑ Èë½Ã¸àÆ® È¿°ú¿¡ ´ëÇÑ ¿ªÇÐÀû Ư¼º |
155-171 |
2004. 12. |
°Ç¼³¾ÈÀü±â¼ú ³í¹®Áý Á¦4±Ç |
52 |
°¿ì½Ã µµ·ÎÆ÷ÀåÀÌ µµ·Î¼ºÅä»ç¸éÀÇ ¾ÈÁ¤¿¡ ¹ÌÄ¡´Â ¿µÇâ |
17-33 |
2004. 12. |
°Ç¼³¾ÈÀü±â¼ú ³í¹®Áý Á¦4±Ç |
53 |
젙Åä»ç¸é ¾Ð¼ºÅä¿¡ ¹èÄ¡µÈ ¹è¼öÃþÀÇ È¿°ú |
|
2005. 06. |
2005³â Çѱ¹Áö¹Ý°øÇÐȸ »ç¸é¾ÈÁ¤Çмú¹ßǥȸ |
54 |
µµ·Î¼ºÅä»ç¸éÀÇ ¾ÈÁ¤¿¡ ´ëÇÑ µµ·ÎÆ÷ÀåÀÇ ¿µÇâ |
4426-4429 |
2005. 10. |
´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
55 |
¾ÏÆļ⼮À» ÀÌ¿ëÇÑ °í¼ºÅä»ç¸éÀÇ ¾ÈÁ¤¼º Æò°¡ |
45-55 |
2005. 12. |
ȯ°æº¸Àü¹æÀ翬±¸¼Ò ³í¹®Áý Á¦4±Ç Á¦1È£ |
56 |
ÇÏõÁ¦¹æ¿¡ Á¢ÇÏ¿© ½Ã°øµÇ´Â µµ·Î¼ºÅäºÎÀÇ ¾ÈÁ¤¼º Áõ´ë¹æ¾È |
155-164 |
2005. 12. |
°Ç¼³¾ÈÀü±â¼ú ³í¹®Áý Á¦5±Ç |
57 |
ÀÌ¿½Ä ½îÀϳ×ÀÏÀÇ È¿°ú¿¡ °üÇÑ ¿¬±¸ |
1084-1087 |
2006. 10. |
2006´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
58 |
ÇÏõÁ¦¹æ ÀÎÁ¢µµ·ÎºÎÀÇ ¹è¼öÈ¿°ú |
1112-1115 |
2006. 10. |
2006´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
59 |
Àü´Ü°µµ°¨¼Ò±â¹ý¿¡ ÀÇÇÑ »ç¸é¾ÈÁ¤ Çؼ® ¿¬±¸ |
1144-1147 |
2006.10. |
2006´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
60 |
»ç¸é¿ä¼Ò¿Í ½îÀϳ×ÀÏÀÇ »óÈ£ÀÛ¿ë È¿°ú |
1140-1143 |
2006. 10. |
2006´ëÇÑÅä¸ñÇÐȸ Á¤±âÇмú´ëȸ |
61 |
½îÀϳ×ÀÏ°ø¹ýÀû¿ë¿¡ ÀÇÇÑ »ç¸éº¸°È¿°ú |
39-46 |
2006.12. |
ȯ°æº¸Àü¹æÀ翬±¸¼Ò ³í¹®Áý Á¦5±Ç Á¦1È£ |
62 |
°µµ°¨¼Ò±â¹ýÀ» È°¿ëÇÑ »ç¸é¾ÈÁ¤Çؼ® |
15-38 |
2006.12. |
°Ç¼³¾ÈÀü±â¼ú ³í¹®Áý Á¦6±Ç |
63 |
ºñ´ÙÁü ¼ºÅä½Ã Å䷮ȯ»ê°è¼öÀÇ ºÐ¼® |
25-42 |
2007. 12. |
ȯ°æº¸Àü¹æÀ翬±¸¼Ò ³í¹®Áý Á¦6±Ç Á¦1È£ |
64 |
ºÒÆ÷È È帧À» °í·ÁÇÑ Ç³ÈÀÜÀûÅä »ç¸éÀÇ ¾ÈÁ¤¼º ºÐ¼® |
105-132 |
2007. 12. |
°Ç¼³¾ÈÀü±â¼ú ³í¹®Áý Á¦7±Ç |
65 |
¾Ï¹Ý ¹ßÆĽà °¨¼èÀåÄ¡ÀÇ È¿°ú ºÐ¼® |
65-81 |
2008. 12. |
°Ç¼³¾ÈÀü±â¼ú ³í¹®Áý Á¦8±Ç |
66 |
ÀÎÁ¢Á¦¹æÀÇ ¿µÇâÀ» °í·ÁÇÑ µµ·Î¿¬¾àÁö¹ÝÀÇ Ä§ÇÏƯ¼º |
83-108 |
2008. 12. |
°Ç¼³¾ÈÀü±â¼ú ³í¹®Áý Á¦8±Ç |
67 |
The Effect of Rainfall on the Stability of Mudstone Slope in Consideration of Collapse Record |
55-66 |
2009. 02. |
Journal of the Korea Geotechnical Society, Vol.25, No.2 |
68 |
Ground Property Improvement Intelligence of Municipal Waste Landfill for Use of Human Site |
1-20 |
2009. 06. |
Hungary-Korea Bilateral Seminar |
69 |
Áö¹Ý±¼Âø½Ã È븷ÀÌ ±¸Á¶¹°ÀÇ ¼öÆòº¯À§Æ¯¼º |
127-153 |
2009. 12. |
°Ç¼³¾ÈÀü±â¼ú ³í¹®Áý Á¦9±Ç |
70 |
Characterisics of Shear Strength for Recycled Fine Aggregates Mixed Soil |
47-55 |
2010. 06. |
Journal of the Korean Geo-Environmental Society, Vol.11, No.6 |
71 |
Shear Strength of Weathered Granite Soil Considering Change of Saturation |
1-11 |
2010.09. |
Journal of the Korean Geo-Environmental Society, Vol.11, No.9 |
72 |
The Evaluation of Seepage Characteristics in Reinforced Embankment Constructed on Low Permeable Clay Layer Through Contrifuge Model Tests |
27-39 |
2012.05. |
Journal of the Korea Geotechnical Society, Vol.28, No.5 |
73 |
Reinforced Effect of Staple Fiber for Soil-Waste Stone Sludge |
45-55 |
2012.08. |
Journal of the Korean Geo-Environmental Society, Vol.13, No.8 |
74 |
Centrifuge Modeling of Differential Settlement and Levee Stability
due to Staged Construction of Enlarged Embankment |
1036~1046 |
2014. |
KSCE Journal of Civil Engineering (2014) 18(4) |
75 |
SEEPAGE CHARACTERISTICS OF A BUTTRESSED EMBANKMENT WITH A LOW PERMEABLE FOUNDATION:
CENTRIFUGE AND NUMERICAL STUDIES |
463~477 |
2014.03. |
American Society of Agricultural and Biological Engineers Vol.57(2) |
76 | Piping Analysis of Reservoir Embankment due to Leakage of Buried Box Culvert | 787-799 | 2017.10. | Journal of the Korean Society of Civil Engineers Vol. 37, No. 5 |
77 | Seepage Behaviors of Enlargement Levee Containing Box Culvert Constructed on Soft Ground | 29~41 | 2018.03. | Journal of the Korea Geotechnical Society, Vol.34, No.3 |
78 | Seepage Behaviors on the Box Culvert Side of Enlarged Levee | 19~30 | 2020.04. | Journal of the Korean Geo-Environmental Society, Vol.21(4) |