| Natural frequencies of piled raft foundation including superstructure effect J Roy, A Kumar, D Choudhury Soil Dynamics and Earthquake Engineering 112, 69-75, 2018 | 37 | 2018 |
| Simplified equations for shear-modulus degradation and damping of gravels KM Rollins, M Singh, J Roy Journal of Geotechnical and Geoenvironmental Engineering 146 (9), 04020076, 2020 | 35 | 2020 |
| A new dynamic cone penetration test–based procedure for liquefaction triggering assessment of gravelly soils KM Rollins, J Roy, A Athanasopoulos-Zekkos, D Zekkos, S Amoroso, ... Journal of Geotechnical and Geoenvironmental Engineering 147 (12), 04021141, 2021 | 26 | 2021 |
| Pseudostatic approach to analyze combined pile–raft foundation J Roy, A Kumar, D Choudhury International Journal of Geomechanics 20 (10), 06020028, 2020 | 22 | 2020 |
| A New -Based Liquefaction-Triggering Procedure for Gravelly Soils KM Rollins, J Roy, A Athanasopoulos-Zekkos, D Zekkos, S Amoroso, ... Journal of Geotechnical and Geoenvironmental Engineering 148 (6), 04022040, 2022 | 21 | 2022 |
| Applicability and reliability of CYY formula based on Chinese dynamic penetration test for liquefaction evaluation of gravelly soils Z Cao Yantu gongcheng xuebao 41 (9), 2019 | 19 | 2019 |
| Gravel liquefaction assessment using dynamic cone penetration and shear wave velocity tests based on field performance from the 1964 Alaska earthquake J Roy, KM Rollins, A Athanasopoulos-Zekkos, MK Harper, N Linton, ... Soil Dynamics and Earthquake Engineering 160, 107357, 2022 | 7 | 2022 |
| Effect of hydraulic conductivity and impeded drainage on the liquefaction potential of gravelly soils J Roy, KM Rollins Canadian Geotechnical Journal 59 (11), 1950-1968, 2022 | 4 | 2022 |
| Soil-Water Characteristic Curves for Clayey Soil Treated with Cement or Lime TW Emery, RJ Stevens, J Roy, E Flores, WS Guthrie 2020 Intermountain Engineering, Technology and Computing (IETC), 1-5, 2020 | 4 | 2020 |
| Evaluation of the Dynamic Cone Penetration Test (DPT) for liquefaction triggering at gravel sites in Alaska and Italy KM Rollins, J Roy, S Amoroso, N Linton Proc. 6th Int. Conf. on Geotechnical and Geophysical Site Characterization …, 2021 | 2 | 2021 |
| A Comparative Study of the DPT and CPT in Evaluating Liquefaction Potential for Gravelly Soil at the Port of Wellington, New Zealand J Roy, KM Rollins, R Dhakal, M Cubrinovski Journal of Geotechnical and Geoenvironmental Engineering 149 (11), 05023006, 2023 | 1 | 2023 |
| Correlation between Shear-Wave Velocity and Dynamic Cone Resistance for Gravelly Soil J Roy, KM Rollins, A Athanasopoulos-Zekkos, D Zekkos Journal of Geotechnical and Geoenvironmental Engineering 149 (9), 04023081, 2023 | 1 | 2023 |
| Liquefaction Assessment in Gravels using Vs and DPT Blow Count from Case Histories K Rollins, J Roy ASDSO Annual Conference Proceedings 1 (1), 2023 | | 2023 |
| ASSESSING LIQUEFACTION IN GRAVELLY SOILS BASED ON FIELD CASE HISTORIES [ASSESSING LIQUEFACTION IN GRAVELLY SOILS BASED ON FIELD CASE HISTORIES] K Rollins, J Roy Proceedings of the 2nd Croatian Conference on Earthquake Engineering, 2023 | | 2023 |
| Field Based Study of Gravel Liquefaction J Roy Brigham Young University, 2022 | | 2022 |
| Evaluation of the Dynamic Cone Penetrometer Test (DPT) for liquefaction triggering at gravel sites in Alaska and Italy KM Rollins, J Roy, S Amoroso 6th International Conference on Geotechnical and Geophysical Site …, 2021 | | 2021 |
Kyle M RollinsProfessor of Civil & Construction Engineering, Brigham Young University在 byu.edu 的电子邮件经过验证
