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Arman Khoshghalb
Arman Khoshghalb
Senior Lecturer, the University of New South Wales
Verified email at unsw.edu.au - Homepage
Title
Cited by
Cited by
Year
Effect of particle shape and validity of Gmax models for sand: A critical review and a new expression
M Payan, A Khoshghalb, K Senetakis, N Khalili
Computers and Geotechnics 72, 28-41, 2016
1662016
Small-strain stiffness of sand subjected to stress anisotropy
M Payan, A Khoshghalb, K Senetakis, N Khalili
Soil Dynamics and Earthquake Engineering 88, 143-151, 2016
1012016
Pitfalls in interpretation of gravimetric water content–based soil-water characteristic curve for deformable porous media
AY Pasha, A Khoshghalb, N Khalili
International Journal of Geomechanics 16 (6), D4015004, 2016
872016
Effect of gradation and particle shape on small-strain Young’s modulus and Poisson’s ratio of sands
M Payan, K Senetakis, A Khoshghalb, N Khalili
International Journal of Geomechanics 17 (5), 04016120, 2017
772017
A meshfree method for fully coupled analysis of flow and deformation in unsaturated porous media
A Khoshghalb, N Khalili
International Journal for Numerical and Analytical Methods in Geomechanics …, 2013
732013
Characterization of the small-strain dynamic behaviour of silty sands; contribution of silica non-plastic fines content
M Payan, K Senetakis, A Khoshghalb, N Khalili
Soil Dynamics and Earthquake Engineering 102, 232-240, 2017
712017
Hysteretic model for the evolution of water retention curve with void ratio
AY Pasha, A Khoshghalb, N Khalili
Journal of Engineering Mechanics 143 (7), 04017030, 2017
672017
Cement-lime stabilization of crude oil contaminated kaolin clay
OE Oluwatuyi, OO Ojuri, A Khoshghalb
Journal of Rock Mechanics and Geotechnical Engineering 12 (1), 160-167, 2020
662020
A stable meshfree method for fully coupled flow-deformation analysis of saturated porous media
A Khoshghalb, N Khalili
Computers and Geotechnics 37 (6), 789-795, 2010
622010
Influence of particle shape on small-strain damping ratio of dry sands
M Payan, K Senetakis, A Khoshghalb, N Khalili
Géotechnique 66 (7), 610-616, 2016
572016
A three‐point time discretization technique for parabolic partial differential equations
A Khoshghalb, N Khalili, APS Selvadurai
International Journal for Numerical and Analytical Methods in Geomechanics …, 2011
542011
A fractal model for volume change dependency of the water retention curve
A Khoshghalb, AY Pasha, N Khalili
Géotechnique 65 (2), 141-146, 2015
502015
A new model to predict ground surface settlement induced by jacked pipes with flanges
P Jia, W Zhao, A Khoshghalb, P Ni, B Jiang, Y Chen, S Li
Tunnelling and underground space technology 98, 103330, 2020
492020
Fully coupled elastoplastic hydro‐mechanical analysis of unsaturated porous media using a meshfree method
O Ghaffaripour, GA Esgandani, A Khoshghalb, B Shahbodaghkhan
International Journal for Numerical and Analytical Methods in Geomechanics …, 2019
472019
A cell-based smoothed point interpolation method for flow-deformation analysis of saturated porous media
A Tootoonchi, A Khoshghalb, GR Liu, N Khalili
Computers and Geotechnics 75, 159-173, 2016
412016
An edge-based smoothed point interpolation method for elasto-plastic coupled hydro-mechanical analysis of saturated porous media
O Ghaffaripour, A Khoshghalb, N Khalili
Computers and Geotechnics 82, 99-109, 2017
282017
Application of bio-cementation to enhance shear strength parameters of soil-steel interface
HM Bak, T Kariminia, B Shahbodagh, MA Rowshanzamir, A Khoshghalb
Construction and building materials 294, 123470, 2021
242021
Fractal-based estimation of hydraulic conductivity from soil–water characteristic curves considering hysteresis
H Yang, A Khoshghalb, AR Russell
Géotechnique letters 4 (1), 1-10, 2014
242014
Unsaturated Soils: Research & Applications
N Khalili, A Russell, A Khoshghalb
Khalili, Russell, and Khosghalb (Eds.), 2014
232014
An improved node-based smoothed point interpolation method for coupled hydro-mechanical problems in geomechanics
A Shafee, A Khoshghalb
Computers and Geotechnics 139, 104415, 2021
212021
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Articles 1–20