Showing results 1 to 20 of 109
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| Issue Date | Title | Author(s) |
| 2022-03-17 | A Semi-Analytical Solution for Shock Wave Pressure and Radius of Soil Plastic Zone Induced by Lightning Strikes. | Wu, Z; Rao, P; Nimbalkar, S; Chen, Q; Cui, J; Ouyang, P |
| 2014-01-01 | Advancing Australia's facilities for physical modelling in geotechnics | Cassidy, MJ; Gaudin, C; Bates, L; Indraratna, B; Nimbalkar, S; O'Loughlin, CD; White, DJ; Sloan, SW |
| 2022-07-15 | An efficient multi-scale approach for viscoelastic analysis of woven composites under bending | Le, A; Nimbalkar, S; Zobeiry, N; Malek, S |
| 2023-03-30 | An innovative rheological approach for predicting the behaviour of critical zones in a railway track | Punetha, P; Nimbalkar, S |
| 2021-01-01 | Analytical and numerical solutions to selected research problems in geomechanics and geohydraulics | Basack, S; Goswami, G; Nimbalkar, S |
| 2022-07-01 | Analytical modelling of the mechanical damage of soil induced by lightning strikes capturing electro-thermal, thermo-osmotic, and electro-osmotic effects | Rao, PP; Ouyang, PH; Nimbalkar, S; Chen, QS; Wu, ZL; Cui, JF |
| 2017-02-01 | Application of fractional calculus in modelling ballast deformation under cyclic loading | Sun, Y; Indraratna, B; Carter, JP; Marchant, T; Nimbalkar, S |
| 2016-01-01 | Application of Shock Mats in Rail Track Foundation Subjected to Dynamic Loads | Navaratnarajah, SK; Indraratna, B; Nimbalkar, S |
| 2015-06-10 | An Australian perspective on modernization of rail tracks using geosynthetics and shockmats | Indraratna, B; Nimbalkar, S |
| 2013-04-01 | Behaviour of clay-fouled ballast under drained triaxial testing | Indraratna, B; Tennakoon, N; Nimbalkar, S; Rujikiatkamjorn, C |
| 2018-07-01 | Closure to "Estimation of passive earth pressure against rigid retaining wall considering arching effect in cohesive- frictional backfill under translation mode" by Yanyan Cai, Qingsheng Chen, Yitao Zhou, Sanjay Nimbalkar, and Jin Yu | Chen, Q; Zhou, Y; Nimbalkar, S |
| 2018-07-01 | Closure to "Estimation of Passive Earth Pressure against Rigid Retaining Wall Considering Arching Effect in Cohesive-Frictional Backfill under Translation Mode" by Yanyan Cai, Qingsheng Chen, Yitao Zhou, Sanjay Nimbalkar, and Jin Yu | Chen, Q; Zhou, Y; Nimbalkar, S |
| 2014-01-01 | A constitutive model for coal-fouled ballast capturing the effects of particle degradation | Indraratna, B; Nimbalkar, S; Coop, M; Sloan, SW |
| 2019-11-19 | Contact Pressure Distribution on Subgrade Soil Underlying Geocell Reinforced Foundation Beds | Dash, SK; Saikia, R; Nimbalkar, S |
| 2023-04 | Corrosion Resistance and Compressive Strength of Cemented Soil Mixed with Nano-Silica in Simulated Seawater Environment | Chen, Q; Zhang, H; Ye, J; Tao, G; Nimbalkar, S |
| 2021-11-01 | Cyclic stress-strain characteristics of calcareous sand improved by polyurethane foam adhesive | Chen, Q; Yu, R; Li, Y; Tao, G; Nimbalkar, S |
| 2016-01-01 | The Deformation and Degradation of Granular Material under High-Frequency Cyclic Loading | Sun, QD; Indraratna, B; Nimbalkar, S |
| 2016-01-01 | Deformation and Degradation of Railroad Granular Layers under High Frequency Cyclic Loading and the Benefits of Using Geosynthetics | Nimbalkar, S; Indraratna, B; Mahdi Biabani, M |
| 2017-01-01 | DEM Three-dimensional modeling of triaxial testing on railway ballast | Vizcarra, G; Casagrande, M; Nimbalkar, S |
| 2016-06-01 | Determination of active earth pressure on rigid retaining wall considering arching effect in cohesive backfill soil | Rao, P; Chen, Q; Zhou, Y; Nimbalkar, S; Chiaro, G |
