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Ali Lashkari
Ali Lashkari
Professor of Geotechnical Engineering, Shiraz University of Technology
Verified email at sutech.ac.ir
Title
Cited by
Cited by
Year
Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces
A Afzali-Nejad, A Lashkari, PT Shourijeh
Geotextiles and Geomembranes 45 (1), 54-66, 2017
1342017
Prediction of the shaft resistance of nondisplacement piles in sand
A Lashkari
International Journal for Numerical and Analytical Methods in Geomechanics …, 2013
1162013
Influence of soil inherent anisotropy on behavior of crushed sand-steel interfaces
B Farhadi, A Lashkari
Soils and Foundations 57 (1), 111-125, 2017
822017
A non‐coaxial constitutive model for sand deformation under rotation of principal stress axes
A Lashkari, M Latifi
International journal for numerical and analytical methods in geomechanics …, 2008
802008
Recommendations for extension and re-calibration of an existing sand constitutive model taking into account varying non-plastic fines content
A Lashkari
Soil Dynamics and Earthquake Engineering 61, 212-238, 2014
782014
Global and local sand–geosynthetic interface behaviour
A Lashkari, V Jamali
Géotechnique 71 (4), 346-367, 2021
702021
On the modeling of the state dependency of granular soils
A Lashkari
Computers and Geotechnics 36 (7), 1237-1245, 2009
602009
Instability of loose sand in constant volume direct simple shear tests in relation to particle shape
A Lashkari, SR Falsafizadeh, PT Shourijeh, MJ Alipour
Acta Geotechnica 15 (9), 2507-2527, 2020
572020
A critical state two-surface plasticity model for gravelly soil-structure interfaces under monotonic and cyclic loading
M Saberi, CD Annan, JM Konrad, A Lashkari
Computers and Geotechnics 80, 71-82, 2016
562016
Prediction of undrained behavior of isotropically and anisotropically consolidated Firoozkuh sand: instability and flow liquefaction
A Lashkari, A Karimi, K Fakharian, F Kaviani-Hamedani
International Journal of Geomechanics 17 (10), 04017083, 2017
542017
Prediction of flow liquefaction instability of clean and silty sands
A Lashkari
Acta Geotechnica 11 (5), 987-1014, 2016
512016
A constitutive model for unsaturated soil–structure interfaces
A Lashkari, M Kadivar
International Journal for Numerical and Analytical Methods in Geomechanics …, 2016
472016
A SANISAND model with anisotropic elasticity
A Lashkari
Soil Dynamics and Earthquake Engineering 30 (12), 1462-1477, 2010
462010
A critical state sand model with elastic–plastic coupling
A Golchin, A Lashkari
International Journal of Solids and Structures 51 (15-16), 2807-2825, 2014
412014
Instability of particulate assemblies under constant shear drained stress path: DEM approach
A Lashkari, M Khodadadi, SM Binesh, MM Rahman
International Journal of Geomechanics 19 (6), 04019049, 2019
382019
A simple critical state interface model and its application in prediction of shaft resistance of non-displacement piles in sand
A Lashkari
Computers and Geotechnics 88, 95-110, 2017
372017
A plasticity model for sand-structure interfaces
A Lashkari
Journal of Central South University 19 (4), 1098-1108, 2012
372012
Sand flow liquefaction instability under shear–volume coupled strain paths
A Lashkari, MS Yaghtin
Géotechnique 68 (11), 1002-1024, 2018
352018
Firoozkuh sand: introduction of a benchmark for geomechanical studies
K Farahmand, A Lashkari, A Ghalandarzadeh
Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2016
352016
Undrained true triaxial response of initially anisotropic particulate assemblies using CFM-DEM
MJ Salimi, A Lashkari
Computers and Geotechnics 124, 103509, 2020
332020
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