Publications in International Journals
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, DOI: 10.1061/(ASCE)GM.1943-5622.0000958 (in press)
Memarzadeh I, Lashkari A, Shourijeh PT (2017). Consolidation behavior of structured clayey soils: a case study of Shiraz fine alluvial strata. International Journal of Civil Engineering, DOI: 10.1007/s40999-017-0163-1 (in press)
Lashkari A (2017). 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.
Farhadi B, Lashkari A (2017). Influence of soil inherent anisotropy on the behavior of crushed sand-steel interfaces. Soils and Foundations, 57: 111-125.
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.
Saberi M, Annan C-D, Konrad J-M, Lashkari A (2016). A critical state two-surface plasticity model for gravelly soil-structure interfaces under monotonic and cyclic loading. Computers and Geotechnics, 80: 71-82.
Lashkari A (2016). Prediction of flow liquefaction instability of clean and silty sands. Acta Geotechnica, 11(5): 987-1014.
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.
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.
Lashkari A, Torkanlou E (2016). On the constitutive modeling of partially saturated interfaces. Computers and Geotechnics, 74: 222-233.
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.
Farhadi B, Lashkari A (2015). 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.
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.
Lashkari A, Mahboubi M (2015). Use of hyper-elasticity in anisotropic clay plasticity. Scientia Iranica, 22(5): 1643-1660.
Lashkari A (2014). A modified constitutive model for silty sands. Sharif Journal (Civil Engineering), No. 30-2, No. 3: 3-13.
Golchin A, Lashkari A (2014). A critical state sand model with elastic-plastic coupling. International Journal of Solids and Structures, 51 (15-16): 2807-2825.
Lashkari A (2014). 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.
Lashkari A, Golchin A (2014). On the influence of elastic-plastic coupling on sands response. Computers and Geotechnics, 55: 352-364.
Lashkari A (2013). Prediction of the shaft resistance of non-displacement piles in sand. International Journal for Numerical and Analytical Methods in Geomechanics, 37: 904-931.
Lashkari A (2012). A critical state model for saturated and unsaturated interfaces. Scientia Iranica, Transaction A: Civil Engineering, 19(5): 1147-1156.
Lashkari A (2012). A plasticity model for sand-structure interfaces. Journal of Central South University of Technology, 19: 1098-1108.
Lashkari A (2011). Influence of anisotropic elasticity on improvement of liquefaction predictions: a multiaxial approach. Journal of Seismology and Earthquake Engineering, 13(3-4): 149-166.
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.
Lashkari A (2011). A SANISAND-Structure interface model. Iranian Journal of Science and Technology (IJST), Transaction on Civil and Environmental Engineering. 35(C1): 15-34.
Lashkari A (2010). A SANISAND model with anisotropic elasticity. Soil Dynamics and Earthquake Engineering. 30 (12): 1462-1477.
Lashkari A (2010). Modeling of sand-structure interfaces under rotational shear. Mechanics Research Communications. 37 (1): 32-37.
Lashkari A (2009). On the modeling of the state dependency of granular soils. Computers and Geotechnics. 36 (7): 1237-1245.
Lashkari A (2009). A constitutive model for sand liquefaction under rotational shear. Iranian Journal of Science and Technology, Transaction B, Engineering. 33 (B1): 31-48.
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.
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.
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.
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.
Lashkari A, Latifi M (2007). A simple plasticity model for non-coaxial flow of sand. Mechanics Research Communications. 34(2): 191-200.
Latifi M, Lashkari A (2004). Effect of state parameter on improvement of elastoplastic sand models. Journal of Faculty of Engineering (Tehran University). 38(2): 269-280.
Ebrahim Jokar. Evaluation and improvement of an elastoplastic constitutive model in liquefaction prediction. (May, 2008).
Ali Golchin. A hyper-elastic model for granular soils. (December, 2012).
Ali Yaghfouri. Study of seismic stability of saturated sand slopes. (January, 2013).
Meisam Mahboubi Niazmani. Improvement of a constitutive model for cohesive soils with respect to the stress induced anisotropy of elasticity. (February, 2013).
Fatemeh Vahidi-Nia. Study on the influence of the change in sand gradation using direct shear apparatus. (November, 2013).
Mehdi Kadivar. A constitutive model for unsaturated soil-structure interfaces. (January, 2014).
Saeedeh Naziri. An elasto-plastic constitutive model for unsaturated fine soils. (January, 2014).
Armaghan Badi. 3-D simulation of shear banding in granular soils using and advanced constitutive model. (March, 2014).
Benyamin Farhadi. Experimental study of the behavior of sand-steel interfaces. (February, 2015).
Mohsen Mahboubi-Nia. Numerical study of the seismic behavior of retaining walls. (February, 2015).
Zahra Ashkar. A new hyperelastic model for sands. (February, 2015).
Hoda Abbasi. Modification of strain wedge method for laterally loaded piles in sand by a state-dependent sand constitutive model. (February, 2015).
Masoomeh Karimi. Effect of fines content on critical state of binary granular soils. (February, 2016).
Ehsan Torkanlou. A constitutive model for partially saturated soil-structure interfaces. (February, 2016).
Aliyeh Afzali-Nejad. Experimental study on the behavior of sand-geotextile interfaces. (February, 2016).
Ali Karimi. Prediction of liquefaction instability of saturated granular soils. (August, 2016).
Mitra Khodadadi. Simulation of instability of granular soils subjected to drained constant shear stress paths using Discrete Element Method. (September, 2016).
Iman Memarzdeh. Experimental study on effect of structure on compression behavior of Shiraz fine soil. (November, 2016).