| Year |
Citation |
Score |
| 2020 |
Nguyen V, Aaqib M, Nguyen D, Luat N, Park D. A Site-Specific Response Analysis: A Case Study in Hanoi, Vietnam Applied Sciences. 10: 3972. DOI: 10.3390/App10113972 |
0.464 |
|
| 2020 |
Nguyen V, Nizamani ZA, Park D, Kwon O. Numerical simulation of damage evolution of Daikai station during the 1995 Kobe earthquake Engineering Structures. 206: 110180. DOI: 10.1016/J.Engstruct.2020.110180 |
0.407 |
|
| 2020 |
Yoon S, Kim S, Park D. Estimation of Seismically Induced Longitudinal Strain in Pipelines Subjected to Incident Shear Wave Ksce Journal of Civil Engineering. 24: 2322-2332. DOI: 10.1007/S12205-020-1415-1 |
0.378 |
|
| 2019 |
Han I, Ahn J, Park D, Kwon O. Estimation of Permanent Displacement of Gravity Quay Wall Considering Failure Surface under Seismic Loading Journal of the Korean Geotechnical Society. 35: 15-26. DOI: 10.7843/Kgs.2019.35.4.15 |
0.321 |
|
| 2019 |
Nguyen DD, Park D, Shamsher S, Nguyen VQ, Lee TH. Seismic vulnerability assessment of rectangular cut-and-cover subway tunnels Tunnelling and Underground Space Technology. 86: 247-261. DOI: 10.1016/J.Tust.2019.01.021 |
0.494 |
|
| 2019 |
Sayed MA, Kwon O, Park D, Nguyen QV. Multi-platform soil-structure interaction simulation of Daikai subway tunnel during the 1995 Kobe earthquake Soil Dynamics and Earthquake Engineering. 125: 105643. DOI: 10.1016/J.Soildyn.2019.04.017 |
0.406 |
|
| 2018 |
Aaqib M, Sadiq S, Park D, Hashash YMA, Pehlivan M. Importance of Implied Strength Correction for 1D Site Response at Shallow Sites at a Moderate to Low Seismicity Region Geotechnical Special Publication. 445-453. DOI: 10.1061/9780784481462.043 |
0.375 |
|
| 2018 |
Yoo J, Park J, Park D, Lee S. Seismic Response of Circular Tunnels in Jointed Rock Ksce Journal of Civil Engineering. 22: 1121-1129. DOI: 10.1007/S12205-017-1184-7 |
0.349 |
|
| 2017 |
Kang JM, Song S, Park D, Choi C. Detection of cavities around concrete sewage pipelines using impact-echo method Tunnelling and Underground Space Technology. 65: 1-11. DOI: 10.1016/J.Tust.2017.02.002 |
0.319 |
|
| 2017 |
Park J, Park D. Vertical bearing capacity of bucket foundation in sand overlying clay Ocean Engineering. 134: 62-76. DOI: 10.1016/J.Oceaneng.2017.02.015 |
0.391 |
|
| 2016 |
Park J, Park D, Yoon S, Saeed-ullah JM. Evaluation of Vertical Bearing Capacity of Bucket Foundations in Layered Soil by Using Finite Element Analysis Journal of the Korean Geotechnical Society. 32: 35-45. DOI: 10.7843/Kgs.2016.32.7.35 |
0.349 |
|
| 2016 |
Saeed-ullah JM, Park D, Kim H, Park K. Cyclic Simple Shear Test Based Design Liquefaction Resistance Curve of Granular Soil Journal of the Korean Geotechnical Society. 32: 49-59. DOI: 10.7843/Kgs.2016.32.6.49 |
0.327 |
|
| 2016 |
Park JS, Park D, Yoo JK. Vertical bearing capacity of bucket foundations in sand Ocean Engineering. 121: 453-461. DOI: 10.1016/J.Oceaneng.2016.05.056 |
0.411 |
|
| 2016 |
Moon Sw, Hashash YMA, Park D. USGS hazard map compatible depth-dependent seismic site coefficients for the Upper Mississippi Embayment Ksce Journal of Civil Engineering. 1-12. DOI: 10.1007/S12205-016-0681-4 |
0.438 |
|
| 2015 |
Park J, Park D, Yoon S, Jang H. 사질토 지반에 설치된 버킷기초의 수직 하중전이 특성 Journal of the Korean Geotechnical Society. 31: 29-39. DOI: 10.7843/Kgs.2015.31.7.29 |
0.373 |
|
| 2015 |
Lee J, Park D, Ahn J, Park I. Development of Permanent Displacement Model for Seismic Mountain Slope Journal of the Korean Geotechnical Society. 31: 57-66. DOI: 10.7843/Kgs.2015.31.4.57 |
0.472 |
|
| 2015 |
Park D, Lee TH, Nguyen DD, Park J. Collapse mechanism of cut-and-cover tunnels under seismic loading 15th Asian Regional Conference On Soil Mechanics and Geotechnical Engineering, Arc 2015: New Innovations and Sustainability. 934-937. DOI: 10.3208/Jgssp.Kor-35 |
0.396 |
|
| 2015 |
Lee JH, Ahn JK, Park D. Prediction of seismic displacement of dry mountain slopes composed of a soft thin uniform layer Soil Dynamics and Earthquake Engineering. 79: 5-16. DOI: 10.1016/J.Soildyn.2015.08.008 |
0.477 |
|
| 2015 |
Lee TH, Park D, Nguyen DD, Park JS. Damage analysis of cut-and-cover tunnel structures under seismic loading Bulletin of Earthquake Engineering. DOI: 10.1007/S10518-015-9835-X |
0.411 |
|
| 2014 |
Yoo J, Chang J, Park D, Sagong M. Evaluation of Effect of Rock Joints on Seismic Response of Tunnels Journal of the Korean Geotechnical Society. 30: 41-55. DOI: 10.7843/Kgs.2014.30.9.41 |
0.34 |
|
| 2014 |
Yoo J, Park D. 벤더엘리먼트와 삼축시험을 통한 모래의 전단강도 및 포아송비 특성 규명 Journal of the Korean Geotechnical Society. 30: 67-75. DOI: 10.7843/Kgs.2014.30.5.67 |
0.314 |
|
| 2014 |
Tsai C, Park D, Chen C. Selection of the optimal frequencies of viscous damping formulation in nonlinear time-domain site response analysis Soil Dynamics and Earthquake Engineering. 67: 353-358. DOI: 10.1016/J.Soildyn.2014.10.026 |
0.597 |
|
| 2013 |
Kim K, Park D, Yoo J, Lee J. Permeability and Consolidation Characteristics of Clayey Sand Soils Journal of the Korean Geotechnical Society. 29: 61-70. DOI: 10.7843/Kgs.2013.29.3.61 |
0.375 |
|
| 2012 |
Park D, Ahn J, Kim J. Development of Stress Based on Pore Pressure Model Journal of the Korean Geotechnical Society. 28: 95-107. DOI: 10.7843/Kgs.2012.28.5.95 |
0.302 |
|
| 2012 |
Park D, Kwak D, Jeong C, Park T. Development of probabilistic seismic site coefficients of Korea Soil Dynamics and Earthquake Engineering. 43: 247-260. DOI: 10.1016/J.Soildyn.2012.07.018 |
0.461 |
|
| 2012 |
Park D, Kim JM. Analysis of round robin test on seismic site response analysis Ksce Journal of Civil Engineering. 16: 1160-1169. DOI: 10.1007/S12205-013-1684-Z |
0.462 |
|
| 2010 |
Kim H, Park D, Jeong C. Generation of Synthetic Ground Motion in Time Domain Lhi Journal of Land, Housing, and Urban Affairs. 1: 51-57. DOI: 10.5804/Lhij.2010.1.1.051 |
0.378 |
|
| 2009 |
Park D, Sagong M, Kwak DY, Jeong CG. Simulation of tunnel response under spatially varying ground motion Soil Dynamics and Earthquake Engineering. 29: 1417-1424. DOI: 10.1016/J.Soildyn.2009.05.005 |
0.396 |
|
| 2008 |
Hashash YM, Tsai C, Phillips C, Park D. Soil-Column Depth-Dependent Seismic Site Coefficients and Hazard Maps for the Upper Mississippi Embayment Bulletin of the Seismological Society of America. 98: 2004-2021. DOI: 10.1785/0120060174 |
0.716 |
|
| 2006 |
Shin CB, Chun BS, Park D, Jung JJ. Construction of double track subway tunnel in the alluvial soils with shallow overburden Tunnelling and Underground Space Technology. 21: 388. DOI: 10.1016/J.Tust.2005.12.199 |
0.374 |
|
| 2005 |
Hashash YM, Park D, Yao JI. Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures Tunnelling and Underground Space Technology. 20: 435-441. DOI: 10.1016/J.Tust.2005.02.004 |
0.647 |
|
| 2005 |
Park D, Hashash YM. Evaluation of seismic site factors in the Mississippi Embayment. II. Probabilistic seismic hazard analysis with nonlinear site effects Soil Dynamics and Earthquake Engineering. 25: 145-156. DOI: 10.1016/J.Soildyn.2004.10.003 |
0.706 |
|
| 2005 |
Park D, Hashash YM. Evaluation of seismic site factors in the Mississippi Embayment. I. Estimation of dynamic properties Soil Dynamics and Earthquake Engineering. 25: 133-144. DOI: 10.1016/J.Soildyn.2004.10.002 |
0.717 |
|
| 2004 |
PARK D, HASHASH YMA. SOIL DAMPING FORMULATION IN NONLINEAR TIME DOMAIN SITE RESPONSE ANALYSIS Journal of Earthquake Engineering. 8: 249-274. DOI: 10.1080/13632460409350489 |
0.447 |
|
| 2002 |
Hashash YM, Park D. Viscous damping formulation and high frequency motion propagation in non-linear site response analysis Soil Dynamics and Earthquake Engineering. 22: 611-624. DOI: 10.1016/S0267-7261(02)00042-8 |
0.718 |
|
| 2001 |
Hashash YM, Park D. Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment Engineering Geology. 62: 185-206. DOI: 10.1016/S0013-7952(01)00061-8 |
0.716 |
|
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