| Modulus and thickness of the pavement surface layer from SASW tests JM Roesset, DW Chang, KH Stokoe II, M Aouad Transportation Research Record, 1990 | 103 | 1990 |
| Comparison of 2-D and 3-D models for analysis of surface wave tests JM Roesset, DW Chang, KH Stokoe Proceedings of the Fifth International Conference on Soil Dynamics and …, 1991 | 92 | 1991 |
| Effect of depth to bedrock on deflection basins obtained with Dynaflect and falling weight deflectometer tests DW Chang, YV Kang, JM Roesset, KH Stokoe II Transportation Research Record, 1992 | 66 | 1992 |
| A time-domain viscous damping model based on frequency-dependent damping ratios DW Chang, JM Roesset, CH Wen Soil Dynamics and Earthquake Engineering 19 (8), 551-558, 2000 | 34 | 2000 |
| Seismic response analysis of piled raft with grid-form deep mixing walls under strong earthquakes with performance-based design concerns K Yamashita, Y Shigeno, J Hamada, DW Chang Soils and foundations 58 (1), 65-84, 2018 | 32 | 2018 |
| Time-domain wave equation analyses of single piles utilizing transformed radiation damping DW Chang, SH Yeh Soils and foundations 39 (2), 31-44, 1999 | 32 | 1999 |
| Lateral load distributions on grouped piles from dynamic pile‐to‐pile interaction factors DW Chang, BS Lin, SH Cheng International journal for numerical and analytical methods in geomechanics …, 2009 | 23 | 2009 |
| One-dimensional wave equation analyses for pile responses subjected to seismic horizontal ground motions DW Chang, SH Cheng, YL Wang Soils and foundations 54 (3), 313-328, 2014 | 22 | 2014 |
| Nonlinear effects in falling weight deflectometer tests DW Chang, JM Roesset, KH Stokoe II Transportation Research Record, 1992 | 22 | 1992 |
| Dynamic pile behaviors affected by liquefaction from EQWEAP analysis DW Chang, BS Lin, SH Cheng Procds., The 4th Int. Conf. on Earthquake Geotechnical Engineering, 2007 | 20 | 2007 |
| FINITE DIFFERENCE ANALYSIS OF VERTICALLY LOADED RAFT FOUNDATION BASED ON THE PLATE THEORY WITH BOUNDARY CONCERN. DW Chang, HW Lien, T Wang Journal of GeoEngineering 13 (3), 2018 | 18 | 2018 |
| Nonlinear effects on dynamic response of pavements using the nondestructive testing techniques DW Chang The University of Texas at Austin, 1991 | 16 | 1991 |
| Seismic performance of piles from PBEE and EQWEAP analyses DW Chang, TY Yang, CL Yang Geotechnical Engineering 41 (1), 79, 2010 | 15 | 2010 |
| EQWEAP~ a simplified procedure to analyze dynamic pile-soil interaction with soil liquefaction concerns DW Chang, BS Lin Disp 8, 0, 2006 | 14 | 2006 |
| A SIMPLIFIED MODELING FOR SEISMIC RESPONSES OF RECTANGULAR FOUNDATION ON PILES SUBJECTED TO HORIZONTAL EARTHQUAKES. DW Chang, MR Lee, MY Hong, YC Wang Journal of GeoEngineering 11 (3), 2016 | 13 | 2016 |
| Wave equation analyses on seismic responses of grouped piles DW Chang, BS Lin Procds., The 12th Asian Regional Conference on Soil Mechanics and …, 2003 | 12 | 2003 |
| Estimating the driven pile capacities for COF project in west Kazakhstan A Zhussupbekov, DW Chang, Y Utepov, K Borgekova, A Omarov Soil Mechanics and Foundation Engineering 56, 121-127, 2019 | 11 | 2019 |
| Discrete wave equation analysis for seismic responses of piles DW Chang, SH Cheng, BS Lin Procds., Stress Wave 2008-8th International Conference on the Application of …, 2008 | 10 | 2008 |
| FD solutions for static and dynamic winkler models with lateral spread induced earth pressures on piles DW Chang, BS Lin, CH Yeh, SH Cheng Geotechnical Earthquake Engineering and Soil Dynamics IV, 1-10, 2008 | 10 | 2008 |
| The phase concept for liquefaction in both sandy and clayey soils SHH Lee, JH Huang, B Widjaja, DW Chang Journal of Applied Science and Engineering 16 (1), 15-22, 2013 | 9 | 2013 |
Shih-Hao ChengNational Taiwan University of Science and TechnologyVerified email at gapps.ntust.edu.tw