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Ali Lashkari
Ali Lashkari
Professor of Geotechnical Engineering, Shiraz University of Technology
Verifierad e-postadress på sutech.ac.ir
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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
1352017
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
812008
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
572016
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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Artiklar 1–20