| Refinement of K-stiffness method for geosynthetic-reinforced soil walls RJ Bathurst, Y Miyata, A Nernheim, AM Allen Geosynthetics International 15 (4), 269-295, 2008 | 221 | 2008 |
| Development of the K-stiffness method for geosynthetic reinforced soil walls constructed with c-φ soils Y Miyata, RJ Bathurst Canadian Geotechnical Journal 44 (12), 1391-1416, 2007 | 89 | 2007 |
| Numerical analysis of a mechanically stabilized earth wall reinforced with steel strips Y Yu, RJ Bathurst, Y Miyata Soils and Foundations 55 (3), 536-547, 2015 | 77 | 2015 |
| Performance of reinforced soil walls during the 2011 Tohoku earthquake J Kuwano, Y Miyata, J Koseki Geosynthetics International 21 (3), 179-196, 2014 | 77 | 2014 |
| X-ray CT analysis of pore structure in sand T Mukunoki, Y Miyata, K Mikami, E Shiota Solid Earth 7 (3), 929-942, 2016 | 63 | 2016 |
| Analysis and calibration of default steel strip pullout models used in Japan Y Miyata, RJ Bathurst Soils and Foundations 52 (3), 481-497, 2012 | 58 | 2012 |
| Measured and predicted loads in steel strip reinforced c− ϕ soil walls in Japan Y Miyata, RJ Bathurst Soils and Foundations 52 (1), 1-17, 2012 | 58 | 2012 |
| Evaluation of K-stiffness method for vertical geosynthetic reinforced granular soil walls in Japan Y Miyata, RJ Bathurst Soils and Foundations 47 (2), 319-335, 2007 | 52 | 2007 |
| Regional landslide susceptibility following the Mid NIIGATA prefecture earthquake in 2004 with NEWMARK’S sliding block analysis M Shinoda, Y Miyata Landslides 14, 1887-1899, 2017 | 48 | 2017 |
| Performance of three geogrid-reinforced soil walls before and after foundation failure Y Miyata, RJ Bathurst, H Miyatake Geosynthetics International 22 (4), 311-326, 2015 | 48 | 2015 |
| Reliability analysis of soil-geogrid pullout models in Japan Y Miyata, RJ Bathurst Soils and Foundations 52 (4), 620-633, 2012 | 47 | 2012 |
| Reliability-based analysis of combined installation damage and creep for the tensile rupture limit state of geogrid reinforcement in Japan RJ Bathurst, Y Miyata Soils and Foundations 55 (2), 437-446, 2015 | 43 | 2015 |
| Evaluation of tensile load model accuracy for PET strap MSE walls Y Miyata, RJ Bathurst, TM Allen Geosynthetics International 25 (6), 656-671, 2018 | 39 | 2018 |
| Regional landslide susceptibility following the 2016 Kumamoto earthquake using back-calculated geomaterial strength parameters M Shinoda, Y Miyata, U Kurokawa, K Kondo Landslides 16, 1497-1516, 2019 | 35 | 2019 |
| Deterministic and probabilistic assessment of margins of safety for internal stability of as-built PET strap reinforced soil walls RJ Bathurst, Y Miyata, TM Allen Geotextiles and Geomembranes 48 (6), 780-792, 2020 | 34 | 2020 |
| Reliability-based analysis of internal limit states for MSE walls using steel-strip reinforcement N Bozorgzadeh, RJ Bathurst, TM Allen, Y Miyata Journal of Geotechnical and Geoenvironmental Engineering 146 (1), 04019119, 2020 | 33 | 2020 |
| PSO-based stability analysis of unreinforced and reinforced soil slopes using non-circular slip surface M Shinoda, Y Miyata Acta Geotechnica 14, 907-919, 2019 | 31 | 2019 |
| Reliability analysis of geogrid creep data in Japan Y Miyata, RJ Bathurst, TM Allen Soils and Foundations 54 (4), 608-620, 2014 | 31 | 2014 |
| Reliability analysis of geogrid installation damage test data in Japan Y Miyata, RJ Bathurst Soils and foundations 55 (2), 393-403, 2015 | 29 | 2015 |
| Evaluation of two anchor plate capacity models for MAW systems Y Miyata, RJ Bathurst, T Konami Soils and Foundations 51 (5), 885-895, 2011 | 25 | 2011 |
Richard BathurstProfessor of Civil Engineering, Royal Military College of Canada在 rmc.ca 的电子邮件经过验证
