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Nazem, M.

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Numerical modelling of offshore pipe-seabed interaction problems 9 7 0
The maximum-entropy meshless method for dynamic and coupled analysis of offshore geotechnical problems 2 2 0
Numerical analysis of torpedo anchors 71 59 4
Large deformation dynamic analysis of saturated porous media with applications to penetration problems 131 80 0
A comparative study of error assessment techniques for dynamic contact problems of geomechanics 30 19 0
Analysis of dynamic loading and penetration of soils - application to site investigation and ground improvement 83 75 0
On the application of high-order elements in large deformation problems of geomechanics 41 36 1
Dynamic embedment of projectiles in clay 70 51 0
Arbitrary Lagrangian-Eulerian method for nonlinear problems of geomechanics 150 110 9
Application of the distinct element method and the extended finite element method in modelling cracks and coalescence in brittle materials 108 68 0
Numerical investigation of dynamic penetration factors for a free falling penetrometer 110 74 12
One-dimensional test problems for dynamic consolidation 11 5 0
Analysis of dynamic penetration of objects into soil layers 113 96 0
Numerical modelling of multiphase flow in unsaturated deforming porous media 19 13 0
Dynamic analysis of free-falling penetrometers in soil deposits 112 94 0
Application of the generalised-α method in dynamic analysis of partially saturated media 2 2 0
Large deformation analysis of geomechanics problems by a combined rh-adaptive finite element method 55 48 0
Nonlinear FE analysis of reinforced concrete structures using a tresca-type yield surface 243 208 0
Efficiency of high-order elements in large-deformation problems of geomechanics 39 32 0
Large strain coupled analysis of geotechnical problems using high-order elements 76 52 0
Analysis of dynamic penetration of soils 11 11 0
Numerical analysis of a penetrometer free-falling into a non-uniform soil layer 64 49 3
Coupled analysis of dynamically penetrating anchors 6 3 0
Dynamic analysis of geotechnical problems by arbitrary Lagrangian-Eulerian method 110 96 0
Arbitrary Lagrangian-Eulerian method for dynamic analysis of geotechnical problems 155 146 0
Dynamic analysis of a smooth penetrometer free-falling into uniform clay 137 125 6
A stable maximum-entropy meshless method for analysis of porous media 4 2 0
Numerical analysis of penetrometers free-falling into soil with shear strength increasing linearly with depth 0 0 0
Numerical study of the effects of strain rate on the behaviour of dynamically penetrating anchors in clay 9 3 1
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Nazem, M.

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