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Khoi Nguyen
Khoi Nguyen
Lecturer, UniSA STEM, University of South Australia
在 unisa.edu.au 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
Characteristic behavior of drained and undrained triaxial compression tests: DEM study
HBK Nguyen, MM Rahman, AB Fourie
Journal of Geotechnical and Geoenvironmental Engineering 144 (9), 04018060, 2018
732018
Undrained behaviour of granular material and the role of fabric in isotropic and K0 consolidations: DEM approach
HBK Nguyen, MM Rahman, AB Fourie
Géotechnique 67 (2), 153-167, 2017
712017
Discussion on "how particle shape affects the critical state, triggering of instability and dilatancy of granular materials results from a DEM study"
HBK Nguyen, MM Rahman, A Fourie, X Luo, X Tang, J Yang
Géotechnique, 1-17, 2022
52*2022
Critical state soil mechanics for cyclic liquefaction and postliquefaction behavior: DEM study
MM Rahman, HBK Nguyen, AB Fourie, MR Kuhn
Journal of Geotechnical and Geoenvironmental Engineering 147 (2), 04020166, 2021
492021
Effect of particle shape on constitutive relation: DEM study
HBK Nguyen, MM Rahman, AB Fourie
Journal of Geotechnical and Geoenvironmental Engineering 146 (7), 04020058, 2020
432020
Equivalent state theory for mixtures of sand with non-plastic fines: A DEM investigation
N Barnett, M Rahman, MR Karim, HBK Nguyen, JAH Carraro
Géotechnique 71 (5), 423-440, 2021
392021
The effect of consolidation on undrained behaviour of granular materials: A comparative study between experiment and DEM simulation
HBK Nguyen, MM Rahman, R ATM
Geotechnical Research 5 (4), 199-217, 2018
372018
The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach
HBK Nguyen, MM Rahman, A Fourie
Computers and Geotechnics 138, 104325, 2021
312021
Evaluating the particle rolling effect on the characteristic features of granular material under the critical state soil mechanics framework
N Barnett, MM Rahman, MR Karim, HBK Nguyen
Granular Matter 22, 1-24, 2020
312020
The role of micro-mechanics on the consolidation history of granular materials
HBK Nguyen, MM Rahman
Aust. Geomech 52 (3), 27-36, 2017
262017
The effect of consolidation path on undrained behaviour of sand-a DEM approach
K Nguyen, MM Rahman, DA Cameron, AB Fourie
CRC Press, 2015
202015
Undrained behavior of sand by DEM study
HBK Nguyen, MM Rahman, DA Cameron
IFCEE 2015, 182-191, 2015
162015
The failure modes of granular material in undrained cyclic loading: A critical state approach using DEM
R Kolapalli, MM Rahman, MR Karim, HBK Nguyen
Acta Geotechnica 18 (6), 2945-2970, 2023
122023
Applications of random finite element method in bearing capacity problems
MM Rahman, HBK Nguyen
The Sixth International Conference on Advanced Engineering Computing and …, 2012
112012
Accounting for expansive soil movement in geotechnical design—A state-of-the-art review
B Devkota, MR Karim, MM Rahman, HBK Nguyen
Sustainability 14 (23), 15662, 2022
102022
Changes in Thornthwaite Moisture Index and reactive soil movements under current and future climate scenarios—A case study
MR Karim, MM Rahman, K Nguyen, D Cameron, A Iqbal, I Ahenkorah
Energies 14 (20), 6760, 2021
82021
An Investigation of Instability on Constant Shear Drained (CSD) Path under the CSSM Framework: A DEM Study
HBK Nguyen, MM Rahman, MR Karim
Geosciences 12 (12), 449, 2022
62022
TMI soil moisture index for South Australia under current and future climate scenarios
MR Karim, MM Rahman, HBK Nguyen
The 20th International Conference on Soil Mechanics and Geotechnical …, 2022
62022
A DEM investigation on the influence of cyclic and static stress ratios and state variables on the pore water pressure generation in granular materials
R Kolapalli, MM Rahman, MR Karim, HBK Nguyen
Journal of Geotechnical and Geoenvironmental Engineering 149 (7), 04023043, 2023
52023
Undrained behaviour of sand under isotropic and K0-consolidated condition: experimental and DEM approach
MM Rahman, H Nguyen, Z Rabbi
The 19th International Conference on Soil Mechanics and Geotechnical …, 2017
52017
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