Kim, YoungMuk
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1991. 12.

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11

Prediction of Rainfall-Triggered Landslide in Korea

989-994

1992. 02.

Proc. of 6th Intr. Symp. on Landslide

12

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1992. 06.

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1992. 10.

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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

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µµ½ÃÆó±â¹° ¸Å¸³Áö¹ÝÀÇ °³·®°ú È­ÇÐÀû ¼ºÇ⠺м®

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1994. 05.

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1994. 12.

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1995. 06.

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¾èÀº ±âÃÊÀÇ ÁöÁö·Â ÃßÁ¤¿¡ ´ëÇÑ ÀýÆí¹ýÀÇ Àû¿ë(I)

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1995. 06.

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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 ¿¬±¸

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1998. 10.

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249-264

1998. 12.

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1999. 10.

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2002. 10.

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2002. 12.

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2003. 10.

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2003. 10.

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±íÀº ±¼Âø ¹× ¹öÆÀ´ë ÇØü½Ã È븷ÀÌ º®Ã¼ÀÇ °Åµ¿

3796-3799

2003. 10.

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2003. 10.

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2003. 10.

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2004. 06.

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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

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2004. 12.

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°­¿ì½Ã µµ·ÎÆ÷ÀåÀÌ µµ·Î¼ºÅä»ç¸éÀÇ ¾ÈÁ¤¿¡ ¹ÌÄ¡´Â ¿µÇâ

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2004. 12.

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젙Åä»ç¸é ¾Ð¼ºÅä¿¡ ¹èÄ¡µÈ ¹è¼öÃþÀÇ È¿°ú

 

2005. 06.

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2005. 10.

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2005. 12.

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ÀÌ¿­½Ä ½îÀϳ×ÀÏÀÇ È¿°ú¿¡ °üÇÑ ¿¬±¸

1084-1087

2006. 10.

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58

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1112-1115

2006. 10.

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59

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1144-1147

2006.10.

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60

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1140-1143

2006. 10.

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61

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63

ºñ´ÙÁü ¼ºÅä½Ã Å䷮ȯ»ê°è¼öÀÇ ºÐ¼®

25-42

2007. 12.

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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)

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