Various viscosity types of geomaterials in shear and their mathematical expression F Tatsuoka, H Di Benedetto, T Enomoto, S Kawabe, W Kongkitkul Soils and Foundations 48 (1), 41-60, 2008 | 147 | 2008 |
Development of tunneling influence zones for adjacent pile foundations by numerical analyses P Jongpradist, T Kaewsri, A Sawatparnich, S Suwansawat, S Youwai, ... Tunnelling and Underground Space Technology 34, 96-109, 2013 | 127 | 2013 |
Time-dependent stress–strain behaviour due to viscous properties of geogrid reinforcement D Hirakawa, W Kongkitkul, F Tatsuoka, T Uchimura Geosynthetics International 10 (6), 176-199, 2003 | 117 | 2003 |
Efficiency of rice husk ash as cementitious material in high‐strength cement‐admixed clay P Jongpradist, W Homtragoon, R Sukkarak, W Kongkitkul, P Jamsawang Advances in Civil Engineering 2018 (1), 8346319, 2018 | 105 | 2018 |
Viscous deformation of geosynthetic reinforcement under cyclic loading conditions and its model simulation W Kongkitkul, D Hirakawa, F Tatsuoka, T Uchimura Geosynthetics International 11 (2), 73-99, 2004 | 70 | 2004 |
High internal pressure induced fracture patterns in rock masses surrounding caverns: experimental study using physical model tests P Jongpradist, J Tunsakul, W Kongkitkul, N Fadsiri, G Arangelovski, ... Engineering Geology 197, 158-171, 2015 | 55 | 2015 |
Viscous behaviour of unbound granular materials in direct shear A Duttine, F Tatsuoka, W Kongkitkul, D Hirakawa Soils and Foundations 48 (3), 297-318, 2008 | 54 | 2008 |
A theoretical framework to analyse the behaviour of polymer geosynthetic reinforcement in temperature-accelerated creep tests W Kongkitkul, F Tatsuoka Geosynthetics International 14 (1), 23-38, 2007 | 52 | 2007 |
Viscous behaviour of geogrids; experiment and simulation W Kongkitkul, D Hirakawa, F Tatsuoka Soils and Foundations 47 (2), 265-283, 2007 | 50 | 2007 |
Time histories of tensile force in geogrid arranged in two full-scale high walls W Kongkitkul, F Tatsuoka, D Hirakawa, T Sugimoto, S Kawahata, M Ito Geosynthetics International 17 (1), 12-32, 2010 | 47 | 2010 |
An old but new issue; viscous properties of polymer geosynthetic reinforcement and geosynthetic-reinforced soil structures, Keynote Lecture F Tatsuoka, D Hirakawa, M Shinoda, W Kongkitkul, T Uchimura Proc., 3rd Asian Regional Conf. on Geosynthetics (GeoAsia 2004), 29-77, 2004 | 45 | 2004 |
Modelling and simulation of rate-dependent stress-strain behaviour of granular materials in shear W Kongkitkul, F Tatsuoka, A Duttine, S Kawabe, T Enomoto, ... Soils and foundations 48 (2), 175-194, 2008 | 44 | 2008 |
Investigation of failure behavior of continuous rock mass around cavern under high internal pressure J Tunsakul, P Jongpradist, W Kongkitkul, A Wonglert, S Youwai Tunnelling and Underground Space Technology 34, 110-123, 2013 | 43 | 2013 |
Evaluation of hardening soil model on numerical simulation of behaviors of high rockfill dams. P Pramthawee, P Jongpradist, W Kongkitkul Songklanakarin Journal of Science & Technology 33 (3), 2011 | 42 | 2011 |
Nonlinear load–strain modeling of polypropylene geogrids during constant rate‐of‐strain loading FM Ezzein, RJ Bathurst, W Kongkitkul Polymer Engineering & Science 55 (7), 1617-1627, 2015 | 41 | 2015 |
Effects of temperature on the rupture strength and elastic stiffness of geogrids W Kongkitkul, W Tabsombut, C Jaturapitakkul, F Tatsuoka Geosynthetics international 19 (2), 106-123, 2012 | 41 | 2012 |
Influence of curing stress on one-dimensional yielding of cement-admixed Bangkok clay at high water content P Jongpradist, S Youwai, P Manorat, W Kongkitkul, S Chucheepsakul Soils and foundations 51 (2), 351-357, 2011 | 38 | 2011 |
Modelling of ageing effects on the elasto-viscoplastic behaviour of geomaterial F Tatsuoka, H Di Benedetto, W Kongkitkul, L Kongsukprasert, T Nishi, ... Soils and foundations 48 (2), 155-174, 2008 | 36 | 2008 |
Simulation of geosynthetic load–strain–time behaviour by the non-linear three-component model W Kongkitkul, T Chantachot, F Tatsuoka Geosynthetics International 21 (4), 244-255, 2014 | 35 | 2014 |
Analysis of fracture propagation in a rock mass surrounding a tunnel under high internal pressure by the element-free Galerkin method J Tunsakul, P Jongpradist, P Soparat, W Kongkitkul, P Nanakorn Computers and Geotechnics 55, 78-90, 2014 | 34 | 2014 |