صفحه شخصی دکتر علی لشکری

مقالات چاپ شده در نشریات

1. Afzali-Nejad A, Lashkari A, Martinez A (2021)‎.‎ Stress-displacement response of sand-geosynthetic interfaces under different volume change boundary conditions.‎ ASCE Journal of Geotechnical and Geoenvironmental Engineering, (in press), DOI: 10.‎1061/(ASCE)GT.‎1943-5606.‎0002544.‎
2. Nourouzi N, Lashkari A (۲۰۲۱). An anisotropic critical state plasticity model with stress ratio-dependent fabric tensor.‎ Iranian Journal of Science and Technology, Transaction of Civil Engineering, (in press) doi.org/10.‎1007/s40996-020-00448-z
3. Lashkari A, Jamali V (2021)‎.‎ Global and local sand-geosynthetic interface behavior.‎ Géotechnique, 71(4)‎: 346-367.‎
4. Salimi MJ, Lashkari A (۲۰۲۰). Undrained true triaxial response of initially anisotropic particulate assemblies using CFM-DEM.‎ Computers and Geotechnics, 124: 103509.‎
5. Lashkari A, Falsafizadeh SR, Shourijeh PT, Alipour MJ, (2020)‎.‎ Instability of loose sand in constant volume direct simple shear tests in relation to particle shape.‎ Acta Geotechnica, 15: 2507-2527.‎
6. Abbasi H, Binesh SM, Lashkari A (۲۰۱۹). Using a state-dependent constitutive model in strain wedge method for laterally loaded piles in sand.‎ Soils and Foundations, 59: 271-283.‎
7. Lashkari A, Khodadadi M, Binesh SM, Rahman MdM (2019)‎.‎ Instability of particulate assemblies under constant shear drained stress path: a DEM approach.‎ ASCE International Journal of Geomechanics, 19(6)‎: 04019049.‎
8. Alipour MJ, Lashkari A (۲۰۱۸). Sand instability under constant shear drained stress path.‎ International Journal of Solids and Structures, 150: 66-82.‎
9. Afzali-Nejad A, Lashkari A, Farhadi B (2018)‎.‎ Role of soil inherent anisotropy in peak friction and maximum dilation angles of sand-geosynthetic interfaces.‎ Geotecxtiles and Geomembranes, 46: 869-881.‎
10. Lashkari A, Yaghtin MS (2018)‎.‎ Sand flow liquefaction instability under shear-volume coupled strain paths.‎ Géotechnique, 68(11)‎: 1002-1024.‎
11. Memarzadeh I, Lashkari A, Shourijeh PT (2018)‎.‎ Consolidation behavior of structured clayey soils: a case study of Shiraz fine alluvial strata.‎ International Journal of Civil Engineering, 16: 1435-1444.‎
12. Lashkari A, Karimi A, Fakharian A, Kaviani Hamedani F.‎ (2017)‎.‎ Prediction of undrained behavior of isotropic and anisotropically consolidated Firoozkuh sand: instability and flow liquefaction.‎ ASCE International Journal of Geomechanics, 17(10)‎: 04017082, DOI: 10.‎1061/(ASCE)GM.‎1943-5622.‎0000958.‎
13. Lashkari A (۲۰۱۷). A simple critical state interface model and its application in prediction of shaft resistance of non-displacement piles in sand.‎ Computers and Geotechnics, 88: 95-110.‎
14. Farhadi B, Lashkari A (۲۰۱۷). Influence of soil inherent anisotropy on the behavior of crushed sand-steel interfaces.‎ Soils and Foundations, 57: 111-125.‎
15. Afzali-Nejad A, Lashkari A, Shourijeh PT (2017)‎.‎ Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces.‎ Geotextiles and Geomembranes, 45(1)‎: 54-66.‎
16. Saberi M, Annan C-D, Konrad J-M, Lashkari A (۲۰۱۶). A critical state two-surface plasticity model for gravelly soil-structure interfaces under monotonic and cyclic loading.‎ Computers and Geotechnics, 80: 71-82.‎
17. Lashkari A (۲۰۱۶). Prediction of flow liquefaction instability of clean and silty sands.‎ Acta Geotechnica, 11(5)‎: 987-1014.‎ 
18. Lashkari A, Karimi M (2016)‎.‎ A DEM study on the critical state of granular soils and a unified constitutive model for clean and silty sands.‎ Bulletin of Earthquake Science and Engineering, 2(4)‎: 27-45.‎
19. Farahmand K, Lashkari A, Ghalandarzadeh A (2016)‎.‎ Firoozkuh sand: introduction of a benchmark for geomechanical studies.‎ Iranian Journal of Science and Technology, Transaction C (Civil Eng.‎), 40‪(C2)‬: 133-148.‎
20. Lashkari A, Torkanlou E (2016)‎.‎ On the constitutive modeling of partially saturated interfaces.‎ Computers and Geotechnics, 74: 222-233.‎ 
21. Lashkari A, Kadivar M (2016)‎.‎ A constitutive model for unsaturated soil-structure interfaces.‎ International Journal for Numerical and Analytical Methods in Geomechanics.‎ 40(2)‎: 207-234.‎
22. Farhadi B, Lashkari A (۲۰۱۵). Influence of roughness on shear strength and volume change response of sand-steel interfaces.‎ Journal of Experimental Research in Civil Engineering, 2(1)‎: 35-45.‎
23. Vahidi-Nia F, Lashkari A, Binesh SM (2015)‎.‎ An insight into the participation of coarse and fine constituents in the mechanical behavior of binary granular soils.‎ Particuology, 21: 82-89.‎
24. Lashkari A, Mahboubi M (2015)‎.‎ Use of hyper-elasticity in anisotropic clay plasticity.‎ Scientia Iranica, 22(5)‎: 1643-1660.‎
25. Lashkari A (۲۰۱۴). A modified constitutive model for silty sands.‎ Sharif Journal (Civil Engineering), No.‎ 30-2, No.‎ 3: 3-13.‎
26. Golchin A, Lashkari A (۲۰۱۴). A critical state sand model with elastic-plastic coupling.‎ International Journal of Solids and Structures, 51 (15-16)‎: 2807-2825.‎ 
27. Lashkari A (۲۰۱۴). Recommendations for extension and re-calibration of an existing sand constitutive model taking into account varying non-plastic fines content.‎ Soil Dynamics and Earthquake Engineering, 61-62: 212-238.‎ 
28. Lashkari A, Golchin A (2014)‎.‎ On the influence of elastic-plastic coupling on sands response.‎ Computers and Geotechnics, 55: 352-364.‎  
29. Lashkari A (۲۰۱۳). Prediction of the shaft resistance of non-displacement piles in sand.‎ International Journal for Numerical and Analytical Methods in Geomechanics, 37: 904-931.‎
30. Lashkari A (۲۰۱۲). A critical state model for saturated and unsaturated interfaces.‎ Scientia Iranica, Transaction A: Civil Engineering, 19(5)‎: 1147-1156.‎ 
31. Lashkari A (۲۰۱۲). A plasticity model for sand-structure interfaces.‎ Journal of Central South University of Technology, 19: 1098-1108.‎  
32. Lashkari A (۲۰۱۱). Influence of anisotropic elasticity on improvement of liquefaction predictions: a multiaxial approach.‎ Journal of Seismology and Earthquake Engineering, 13(3-4)‎: 149-166.‎ 
33. Lashkari A, Rahnema H (2011)‎.‎ Modeling of initial intense contraction in sand structure interfaces.‎ Iranian Journal of Science and Technology (IJST), Transaction on Civil and Environmental Engineering.‎ 35‪(C2)‬: 263-269.‎ 
34. Lashkari A (۲۰۱۱). A SANISAND-Structure interface model.‎ Iranian Journal of Science and Technology (IJST), Transaction on Civil and Environmental Engineering.‎ 35‪(C1)‬: 15-34.‎ 
35. Lashkari A (۲۰۱۰). A SANISAND model with anisotropic elasticity.‎ Soil Dynamics and Earthquake Engineering.‎ 30 (12)‎: 1462-1477.‎ 
36. Lashkari A (۲۰۱۰). Modeling of sand-structure interfaces under rotational shear.‎ Mechanics Research Communications.‎ 37 (1)‎: 32-37.‎
37. Lashkari A (۲۰۰۹). On the modeling of the state dependency of granular soils.‎ Computers and Geotechnics.‎ 36 (7)‎: 1237-1245.‎ 
38. Lashkari A (۲۰۰۹). A constitutive model for sand liquefaction under rotational shear.‎ Iranian Journal of Science and Technology, Transaction B, Engineering.‎ 33 ‪(B1)‬: 31-48.‎ 
39. Lashkari A, Latifi M (2009)‎.‎ A constitutive model for sand liquefaction under continuous rotation of principal stress axes.‎ Mechanics Research Communications.‎ 36(2)‎: 215-223.‎ 
40. Lashkari A, Latifi M (2008)‎.‎ Modeling of inherent anisotropy in granular soils using a bounding surface constitutive model.‎ International Journal of Engineering Sciences (Iran University of Science and Technology), 19(8)‎: 55-63.‎ 
41. Lashkari A, Latifi M (2008)‎.‎ Effect of state parameter on improvement of shear band prediction in granular soils.‎ Journal of Faculty of Engineering (Tehran University).‎ 42(6)‎: 763-771.‎ 
42. Lashkari A, Latifi M (2008)‎.‎ A non-coaxial constitutive model for sand deformation under rotation of principal stress axes.‎ International Journal for Numerical and analytical Methods in Geomechanics.‎ 32(9)‎: 1051-1086.‎
43. Lashkari A, Latifi M (2007)‎.‎ A simple plasticity model for non-coaxial flow of sand.‎ Mechanics Research Communications.‎ 34(2)‎: 191-200.‎
44. Latifi M, Lashkari A (۲۰۰۴). Effect of state parameter on improvement of elastoplastic sand models.‎ Journal of Faculty of Engineering ‪(Tehran University)‬.‎ ۳۸(۲): ۲۶۹-۲۸۰.

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