| Laboratory investigation of bearing capacity behavior of strip footing on geogrid-reinforced sand slope C Yoo Geotextiles and Geomembranes 19 (5), 279-298, 2001 | 257 | 2001 |
| Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load: Full-scale load test and 3D finite element analysis C Yoo, SB Kim Geotextiles and Geomembranes 26 (6), 460-472, 2008 | 233 | 2008 |
| Performance of geosynthetic-encased stone columns in embankment construction: numerical investigation C Yoo Journal of Geotechnical and Geoenvironmental Engineering 136 (8), 1148-1160, 2010 | 210 | 2010 |
| Case history of geosynthetic reinforced segmental retaining wall failure C Yoo, HY Jung Journal of Geotechnical and Geoenvironmental Engineering 132 (12), 1538-1548, 2006 | 187 | 2006 |
| Numerical modeling of geosynthetic-encased stone column-reinforced ground C Yoo, SB Kim Geosynthetics International 16 (3), 116-126, 2009 | 166 | 2009 |
| Deep excavation-induced ground surface movement characteristics–A numerical investigation C Yoo, D Lee Computers and Geotechnics 35 (2), 231-252, 2008 | 165 | 2008 |
| Behavior of braced and anchored walls in soils overlying rock C Yoo Journal of geotechnical and geoenvironmental engineering 127 (3), 225-233, 2001 | 153 | 2001 |
| Performance of geogrid-encased stone columns in soft ground: full-scale load tests C Yoo, D Lee Geosynthetics International 19 (6), 480-490, 2012 | 152 | 2012 |
| Finite-element analysis of tunnel face reinforced by longitudinal pipes C Yoo Computers and Geotechnics 29 (1), 73-94, 2002 | 143 | 2002 |
| Deformation behaviour of tunnel face reinforced with longitudinal pipes—laboratory and numerical investigation C Yoo, HK Shin Tunnelling and Underground Space Technology 18 (4), 303-319, 2003 | 135 | 2003 |
| Tunneling performance prediction using an integrated GIS and neural network C Yoo, JM Kim Computers and Geotechnics 34 (1), 19-30, 2007 | 120 | 2007 |
| Interaction between tunneling and groundwater—numerical investigation using three dimensional stress–pore pressure coupled analysis C Yoo Journal of Geotechnical and Geoenvironmental engineering 131 (2), 240-250, 2005 | 105 | 2005 |
| Measured behavior of a geosynthetic-reinforced segmental retaining wall in a tiered configuration C Yoo, HS Jung Geotextiles and Geomembranes 22 (5), 359-376, 2004 | 91 | 2004 |
| Settlement behavior of embankment on geosynthetic-encased stone column installed soft ground–a numerical investigation C Yoo Geotextiles and Geomembranes 43 (6), 484-492, 2015 | 87 | 2015 |
| Tunnelling-induced ground settlements in a groundwater drawdown environment–A case history C Yoo, YJ Lee, SH Kim, HT Kim Tunnelling and Underground Space Technology 29, 69-77, 2012 | 78 | 2012 |
| Interaction between tunneling and bridge foundation–A 3D numerical investigation C Yoo Computers and Geotechnics 49, 70-78, 2013 | 73 | 2013 |
| IT-based tunnelling risk management system (IT-TURISK)–Development and implementation C Yoo, YW Jeon, BS Choi Tunnelling and Underground Space Technology 21 (2), 190-202, 2006 | 72 | 2006 |
| A web-based tunneling-induced building/utility damage assessment system: TURISK C Yoo, JH Kim Tunnelling and Underground Space Technology 18 (5), 497-511, 2003 | 71 | 2003 |
| Laboratory investigation of the behavior of a geosynthetic encased stone column in sand under cyclic loading C Yoo, Q Abbas Geotextiles and Geomembranes 48 (4), 431-442, 2020 | 68 | 2020 |
| Effect of foundation yielding on performance of two-tier geosynthetic-reinforced segmental retaining walls: a numerical investigation C Yoo, AR Song Geosynthetics International 13 (5), 181-194, 2006 | 67 | 2006 |