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1 |
SCI±Þ |
Liquefaction resistance of sans containing plastic fines with different plasticity |
Journal of Geotechnical and Geoenvironmental Engineering |
2013.5 |
2 |
SCI±Þ |
Effect of large void formation on strength of cemented glass beads |
Engineering Geology (Vol. 126, 75-81) |
2012.1 |
3 |
SCI±Þ |
Prediction of excess pore pressure due to dissociation of gas hydrate within sandy soils |
International Journal of the Physical Sciences, Vol. 6, No.5 |
2011.3 |
4 |
SCI±Þ |
Unconfined Compressive Strength and Ductility of Fiber-Reinforced Cemented Sand |
Construction and Building Materials, Vol. 25, No. 2 |
2011.2 |
5 |
SCI±Þ |
Effect of Wetting on Unconfined Compressive Strength of Cemented Sands |
Journal of Geotechnical & Geoenvironmental Engineering, Vol. 136, No.12 |
2010.12 |
6 |
SCI±Þ |
Evaluation of the sand-cone method for determination of the in-situ density of soil |
Geotechnique, Vol. 60, No. 9 |
2010.9 |
7 |
SCI±Þ |
Effect of fiber reinforcement and distribution on unconfined compressive strength of fiber-reinforced cemented sand |
Geotextiles and Geomembranes, Vol. 27, No. 2 |
2009.4 |
8 |
SCI±Þ |
Constitutive Modeling of Principal Stress Rotation associated with loose Sand under Simple Shear loading |
Canadian Geotechnical Journal |
2008 (under review) |
9 |
SCI±Þ |
Numerical modeling of liquefaction and comparison with centrifuge tests |
Canadian Geotechnical Journal |
2004.4 |
10 |
SCI±Þ |
Stress densification and its evaluation |
Canadian Geotechnical Journal |
2004.2 |
11 |
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ƯÇã Á¦ 10-1301347 |
2013.8 |
12 |
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½Ã¸àÆ® È¥ÇÕÅäÀÇ ³»±¸¼º Æò°¡¹æ¹ý |
ƯÇã Á¦10-1276468 |
2013.6 |
13 |
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ÄáÀ» ÀÌ¿ëÇÑ Áö¹ÝÀÇ Ãµ¿¬°í°áÁ¦ ¹× À̸¦ ÀÌ¿ëÇÑ Áö¹ÝÀÇ °í°áȹæ¹ý |
ƯÇã Á¦10-1152295 |
2012.5 |
14 |
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ÄáÀ» ÀÌ¿ëÇÑ Áö¹ÝÀÇ °í°áÁ¦ ¹× À̸¦ ÀÌ¿ëÇÑ Áö¹ÝÀÇ °í°áȹæ¹ý |
ƯÇã Á¦10-1141978 |
2012.4 |
15 |
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Ä¿ºê ¿¤·¯¸ÕÆ®¸¦ °¡Áø º¸°Åä¿Ëº® ¹× ±× ½Ã°ø¹æ¹ý |
ƯÇã Á¦10-1203289 |
2012.11 |