| Undrained limit analyses for combined loading of strip footings on clay B Ukritchon, AJ Whittle, SW Sloan Journal of Geotechnical and Geoenvironmental Engineering 124 (3), 265-276, 1998 | 260 | 1998 |
| Undrained stability of braced excavations in clay B Ukritchon, AJ Whittle, SW Sloan Journal of Geotechnical and Geoenvironmental Engineering 129 (8), 738-755, 2003 | 175 | 2003 |
| Calculations of Bearing Capacity Factor Using Numerical Limit Analyses B Ukritchon, AJ Whittle, C Klangvijit Journal of Geotechnical and Geoenvironmental Engineering 129 (5), 468-474, 2003 | 174 | 2003 |
| Three-dimensional undrained tunnel face stability in clay with a linearly increasing shear strength with depth B Ukritchon, K Yingchaloenkitkhajorn, S Keawsawasvong Computers and Geotechnics 88, 146-151, 2017 | 134 | 2017 |
| Lower bound limit analysis of an anisotropic undrained strength criterion using second‐order cone programming B Ukritchon, S Keawsawasvong International Journal for Numerical and Analytical Methods in Geomechanics …, 2018 | 94 | 2018 |
| Undrained stability of unlined square tunnels in clays with linearly increasing anisotropic shear strength B Ukritchon, S Keawsawasvong Geotechnical and Geological Engineering 38, 897-915, 2020 | 77 | 2020 |
| Stability of unlined square tunnels in Hoek-Brown rock masses based on lower bound analysis B Ukritchon, S Keawsawasvong Computers and Geotechnics 105, 249-264, 2019 | 77 | 2019 |
| Undrained stability of a spherical cavity in cohesive soils using finite element limit analysis S Keawsawasvong, B Ukritchon Journal of Rock Mechanics and Geotechnical Engineering 11 (6), 1274-1285, 2019 | 71 | 2019 |
| Undrained stability of an active planar trapdoor in non-homogeneous clays with a linear increase of strength with depth S Keawsawasvong, B Ukritchon Computers and Geotechnics 81, 284-293, 2017 | 69 | 2017 |
| Three-dimensional lower bound finite element limit analysis of an anisotropic undrained strength criterion using second-order cone programming B Ukritchon, S Keawsawasvong Computers and Geotechnics 106, 327-344, 2019 | 66 | 2019 |
| Design equation for stability of shallow unlined circular tunnels in Hoek-Brown rock masses S Keawsawasvong, B Ukritchon Bulletin of Engineering Geology and the Environment 79, 4167-4190, 2020 | 65 | 2020 |
| A new design equation for drained stability of conical slopes in cohesive-frictional soils B Ukritchon, S Keawsawasvong Journal of Rock Mechanics and Geotechnical Engineering 10 (2), 358-366, 2018 | 65 | 2018 |
| Stability of unsupported conical excavations in non-homogeneous clays S Keawsawasvong, B Ukritchon Computers and Geotechnics 81, 125-136, 2017 | 65 | 2017 |
| Lower bound solutions for undrained face stability of plane strain tunnel headings in anisotropic and non-homogeneous clays B Ukritchon, S Keawsawasvong Computers and Geotechnics 112, 204-217, 2019 | 64 | 2019 |
| Undrained stability of plane strain active trapdoors in anisotropic and non-homogeneous clays S Keawsawasvong, B Ukritchon Tunnelling and Underground Space Technology 107, 103628, 2021 | 62 | 2021 |
| Undrained stability of unsupported rectangular excavations in non-homogeneous clays B Ukritchon, S Yoang, S Keawsawasvong Computers and geotechnics 117, 103281, 2020 | 62 | 2020 |
| Three-dimensional lower bound finite element limit analysis of Hoek-Brown material using semidefinite programming B Ukritchon, S Keawsawasvong Computers and Geotechnics 104, 248-270, 2018 | 59 | 2018 |
| Design equation for stability of a circular tunnel in anisotropic and heterogeneous clay S Keawsawasvong, B Ukritchon Underground Space 7 (1), 76-93, 2022 | 58 | 2022 |
| Undrained lower bound solutions for end bearing capacity of shallow circular piles in non‐homogeneous and anisotropic clays B Ukritchon, S Keawsawasvong International Journal for Numerical and Analytical Methods in Geomechanics …, 2020 | 58 | 2020 |
| Lower bound stability analysis of plane strain headings in Hoek-Brown rock masses B Ukritchon, S Keawsawasvong Tunnelling and Underground Space Technology 84, 99-112, 2019 | 58 | 2019 |
