Evaluation of variation of permeability in liquefiable soil under earthquake loading H Shahir, A Pak, M Taiebat, B Jeremić Computers and Geotechnics 40, 74-88, 2012 | 160 | 2012 |
Study of pore pressure variation during liquefaction using two constitutive models for sand M Taiebat, H Shahir, A Pak Soil Dynamics and Earthquake Engineering 27 (1), 60-72, 2007 | 143 | 2007 |
Pore scale study of permeability and tortuosity for flow through particulate media using Lattice Boltzmann method A Ghassemi, A Pak International Journal for Numerical and Analytical Methods in Geomechanics …, 2011 | 139 | 2011 |
Iran's integrated coastal management plan: Persian Gulf, Oman Sea, and southern Caspian Sea coastlines A Pak, M Farajzadeh Ocean & Coastal Management 50 (9), 754-773, 2007 | 120 | 2007 |
Dynamic behavior of pile foundations under cyclic loading in liquefiable soils A Rahmani, A Pak Computers and Geotechnics 40, 114-126, 2012 | 112 | 2012 |
Estimating liquefaction-induced settlement of shallow foundations by numerical approach H Shahir, A Pak Computers and Geotechnics 37 (3), 267-279, 2010 | 107 | 2010 |
Numerical study of factors influencing relative permeabilities of two immiscible fluids flowing through porous media using lattice Boltzmann method A Ghassemi, A Pak Journal of Petroleum Science and Engineering 77 (1), 135-145, 2011 | 102 | 2011 |
Investigation of rock salt layer creep and its effects on casing collapse SR Taheri, A Pak, S Shad, B Mehrgini, M Razifar International Journal of Mining Science and Technology 30 (3), 357-365, 2020 | 99 | 2020 |
Integrated coastal management plan in free trade zones, a case study A Pak, F Majd Ocean & coastal management 54 (2), 129-136, 2011 | 98 | 2011 |
Numerical study of the coupled hydro-mechanical effects in dynamic compaction of saturated granular soils A Ghassemi, A Pak, H Shahir Computers and Geotechnics 37 (1-2), 10-24, 2010 | 89 | 2010 |
Geotechnical characteristics of copper mine tailings: a case study A Shamsai, A Pak, SM Bateni, SAH Ayatollahi Geotechnical and geological engineering 25, 591-602, 2007 | 86 | 2007 |
SPH numerical simulation of tsunami wave forces impinged on bridge superstructures M Sarfaraz, A Pak Coastal Engineering 121, 145-157, 2017 | 74 | 2017 |
Three-dimensional simulation of fully coupled hydro-mechanical behavior of saturated porous media using Element Free Galerkin (EFG) method S Samimi, A Pak Computers and Geotechnics 46, 75-83, 2012 | 72 | 2012 |
Seismic active pressure distribution history behind rigid retaining walls A Azad, SS Yasrobi, A Pak Soil Dynamics and Earthquake Engineering 28 (5), 365-375, 2008 | 61 | 2008 |
Numerical modeling of hydraulic fracturing. A Pak National Library of Canada= Bibliothèque nationale du Canada, Ottawa, 1998 | 55 | 1998 |
Numerical investigation of the effects of porosity and tortuosity on soil permeability using coupled three-dimensional discrete-element method and lattice Boltzmann method B Sheikh, A Pak Physical Review E 91 (5), 053301, 2015 | 54 | 2015 |
Impact of hydraulic hysteresis on the small strain shear modulus of unsaturated sand A Khosravi, P Shahbazan, A Pak Soils and Foundations 58 (2), 344-354, 2018 | 50 | 2018 |
Numerical simulation of sand production experiment using a coupled Lattice Boltzmann–Discrete Element Method A Ghassemi, A Pak Journal of Petroleum Science and Engineering 135, 218-231, 2015 | 48 | 2015 |
A performance-based approach for design of ground densification to mitigate liquefaction H Shahir, A Pak, P Ayoubi Soil Dynamics and Earthquake Engineering 90, 381-394, 2016 | 45 | 2016 |
A fully coupled element‐free Galerkin model for hydro‐mechanical analysis of advancement of fluid‐driven fractures in porous media S Samimi, A Pak International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 43 | 2016 |