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Associate Professor Kristian Krabbenhoft

Associate Professor

School of Engineering (Civil Engineering)

Career Summary

Biography

Research Expertise

Mechanics of materials. Numerical analysis.



Teaching Expertise

Mechanics of materials. Numerical analysis.



Administrative Expertise

Industrial Experience Coordinator

Member of Faculty Research Committee


Qualifications

  • PhD, Technical University of Denmark
  • Master of Science (Engineering), Technical University of Denmark

Keywords

  • Computational Mechanics
  • Geomechanics
  • Geotechnics
  • Mechanics

Languages

  • Danish (Fluent)

Fields of Research

CodeDescriptionPercentage
040399Geology not elsewhere classified10
090501Civil Geotechnical Engineering85
091599Interdisciplinary Engineering not elsewhere classified5

Professional Experience

UON Appointment

DatesTitleOrganisation / Department
1/01/2014 - Associate ProfessorUniversity of Newcastle
School of Engineering
Australia

Academic appointment

DatesTitleOrganisation / Department
1/11/2010 - Fellowship
ARC - Discovery - Future Fellowships
University of Newcastle
School of Engineering
Australia
1/04/2009 - Associate ProfessorUniversity of Newcastle
School of Engineering
Australia
1/03/2007 - 1/04/2009Senior LecturerUniversity of Newcastle
Engineering & Built Environment
Australia
1/01/2005 - 1/02/2007LecturerUniversity of Newcastle
School of Engineering
Australia
1/09/2003 - 1/12/2004Research AcademicUniversity of Newcastle
School of Engineering
Australia

Awards

Research Award

YearAward
2002Best Paper Award
Unknown
Edit

Publications

For publications that are currently unpublished or in-press, details are shown in italics.


Chapter (2 outputs)

YearCitationAltmetricsLink
2013Krabbenhoft K, Karim MR, 'Extraction of Effective Cement Paste Diffusivities from X-Ray Microtomography Scans', Advances in Computed Tomography for Geomaterials: GeoX 2010, John Wiley and Sons 156-163 (2013)

The problem of extracting effective diffusivities of cement pastes on the basis of X-ray microtomography images is considered. A general computational homogenization framework has... [more]

The problem of extracting effective diffusivities of cement pastes on the basis of X-ray microtomography images is considered. A general computational homogenization framework has previously been developed and is here applied to a variety of cement paste whose microstructure has been digitized to a resolution of 1 µm. With this resolution, important submicron features are not resolved. Consequently, we propose a methodology whereby the pore space is ascribed a diffusivity less than the free diffusivity. For this purpose a simple rule that incorporates microtomography data is proposed and shown to yield satisfactory results. © ISTE Ltd 2010.

DOI10.1002/9781118557723.ch19
Co-authorsMdrezaul Karim
2008Krabbenhoft K, Hain M, Wriggers P, 'Computation of effective cement paste diffusivities from microtomographic images', Composites with Micro- and Nano-Structures: Computational Modeling and Experiments, Springer, Berlin 281-297 (2008) [B1]
CitationsWeb of Science - 5

Journal article (49 outputs)

YearCitationAltmetricsLink
2014Kouretzis GP, Krabbenhøft K, Sheng D, Sloan SW, 'Soil-buried pipeline interaction for vertical downwards relative offset', Canadian Geotechnical Journal, 51 1087-1094 (2014) [C1]
DOI10.1139/cgj-2014-0029
CitationsScopus - 1Web of Science - 1
Co-authorsDaichao Sheng, Georgios Kouretzis, Scott Sloan
2014Lim K-W, Krabbenhoft K, Andrade JE, 'A contact dynamics approach to the Granular Element Method', COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 268 557-573 (2014) [C1]
DOI10.1016/j.cma.2013.10.004Author URL
CitationsScopus - 1
2014Zhang X, Krabbenhoft K, Sheng D, Li W, 'Numerical simulation of a flow-like landslide using the particle finite element method', Computational Mechanics, (2014)

In this paper, an actual landslide process that occurred in Southern China is simulated by a continuum approach, the particle finite element method (PFEM). The PFEM attempts to so... [more]

In this paper, an actual landslide process that occurred in Southern China is simulated by a continuum approach, the particle finite element method (PFEM). The PFEM attempts to solve the boundary-value problems in the framework of solid mechanics, satisfying the governing equations including momentum conservation, displacement-strain relation, constitutive relation as well as the frictional contact between the sliding mass and the slip surface. To warrant the convergence behaviour of solutions, the problem is formulated as a mathematical programming problem, while the particle finite element procedure is employed to tackle the issues of mesh distortion and free-surface evolution. The whole procedure of the landslide, from initiation, sliding to deposition, is successfully reproduced by the continuum approach. It is shown that the density of the mass has little influence on the sliding process in the current landslide, whereas both the geometry and the roughness of the slip surface play important roles. Comparative studies are also conducted where a satisfactory agreement is obtained.

DOI10.1007/s00466-014-1088-z
CitationsWeb of Science - 1
Co-authorsDaichao Sheng
2014Karim MR, Krabbenhoft K, Lyamin AV, 'Permeability determination of porous media using large-scale finite elements and iterative solver', International Journal for Numerical and Analytical Methods in Geomechanics, 38 991-1012 (2014)
DOI10.1002/nag.2245
Co-authorsAndrei Lyamin, Mdrezaul Karim
2014Karim MR, Krabbenhoft K, Lyamin AV, 'Permeability determination of porous media using large-scale finite elements and iterative solver', International Journal for Numerical and Analytical Methods in Geomechanics, 38 991-1012 (2014) [C1]

The problem of finite element simulation of incompressible fluid flow in porous medium is considered. The porous medium is characterized by the X-ray microtomography technique in ... [more]

The problem of finite element simulation of incompressible fluid flow in porous medium is considered. The porous medium is characterized by the X-ray microtomography technique in three dimensions. The finite calculus-based stabilization technique is reviewed to implement the equal order finite element interpolation functions for both velocity and pressure. A noble preconditioner, the nodal block diagonal preconditioner, is considered whose performance is thoroughly investigated. Combining this preconditioner with a standard iterative solver during the computational homogenization procedure, it is possible to carry out the large-scale fluid flow simulation for estimating permeability of the porous medium with reasonable accuracy and reliability. © 2013 John Wiley & Sons, Ltd.

DOI10.1002/nag.2245
CitationsScopus - 1
Co-authorsAndrei Lyamin, Mdrezaul Karim
2014Zhang X, Krabbenhoft K, Sheng D, 'Particle finite element analysis of the granular column collapse problem', Granular Matter, 16 609-619 (2014)
DOI10.1007/s10035-014-0505-5
Co-authorsDaichao Sheng
2014Zhang X, Krabbenhoft K, Sheng D, 'Particle finite element analysis of the granular column collapse problem', Granular Matter, 16 609-619 (2014) [C1]

The problem of granular column collapse is investigated by means of an axisymmetric version of the particle finite element method (PFEM). The granular medium is represented by a s... [more]

The problem of granular column collapse is investigated by means of an axisymmetric version of the particle finite element method (PFEM). The granular medium is represented by a simple rate-independent plasticity model and the frictional contact between the granular flow and its rigid basal surface is accounted for. In the version of the PFEM developed for this study, the governing equations of the boundary value problem are cast in terms of an optimization problem and solved using mathematical programming tools. The agreement between model and experiment is generally satisfactory, quantitatively as well as qualitatively. However, the friction angle of the granular material, as well as the exact interface conditions between the base and granular material, are shown to have a relatively significant influence on the results. © 2014 Springer-Verlag Berlin Heidelberg.

DOI10.1007/s10035-014-0505-5
CitationsScopus - 1Web of Science - 2
Co-authorsDaichao Sheng
2014Krabbenhoft S, Damkilde L, Krabbenhoft K, 'Bearing Capacity of Strip Footings in Cohesionless Soil Subject to Eccentric and Inclined Loads', INTERNATIONAL JOURNAL OF GEOMECHANICS, 14 (2014) [C1]
DOI10.1061/(ASCE)GM.1943-5622.0000332Author URL
CitationsScopus - 1Web of Science - 2
2014Kardani O, Lyamin A, Krabbenhøft K, 'Application of a GPU-accelerated hybrid preconditioned conjugate gradient approach for large 3D problems in computational geomechanics', Computers and Mathematics with Applications, (2014)

This paper presents a hybrid preconditioning technique for Conjugate Gradient method and discusses its parallel implementation on Graphic Processing Unit (GPU) for solving large s... [more]

This paper presents a hybrid preconditioning technique for Conjugate Gradient method and discusses its parallel implementation on Graphic Processing Unit (GPU) for solving large sparse linear systems arising from application of interior point methods to conic optimization problems in the context of nonlinear Finite Element Limit Analysis (FELA) for computational Geomechanics. For large 3D problems, the use of direct solvers in general becomes prohibitively expensive due to exponentially growing memory requirements and computational time. Besides, the so-called saddle-point systems resulting from use of optimization framework is not an exemption. On the other hand, although preconditioned iterative methods have moderate storage requirements and therefore can be applied to much larger problems than direct methods, they usually exhibit high number of iterations to reach convergence. In present paper, we show that this problem can be effectively tackled using the proposed hybrid preconditioner along with an elaborate implementation on GPU. Furthermore, numerical results verify the robustness and efficiency of the proposed technique.

DOI10.1016/j.camwa.2015.03.003
Co-authorsAndrei Lyamin
2013Jacobsen JS, Poulsen PN, Olesen JF, Krabbenhoft K, 'Constitutive mixed mode model for cracks in concrete', ENGINEERING FRACTURE MECHANICS, 99 30-47 (2013) [C1]
DOI10.1016/j.engfracmech.2013.01.004Author URL
CitationsScopus - 2Web of Science - 1
2013Huang J, Krabbenhoft K, Lyarnin AV, 'Statistical homogenization of elastic properties of cement paste based on X-ray microtomography images', INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 50 699-709 (2013) [C1]
DOI10.1016/j.ijsolstr.2012.10.030Author URL
CitationsScopus - 4Web of Science - 2
Co-authorsAndrei Lyamin, Jinsong Huang
2013Huang J, Vicente da Silva M, Krabbenhoft K, 'Three-dimensional granular contact dynamics with rolling resistance', COMPUTERS AND GEOTECHNICS, 49 289-298 (2013) [C1]
DOI10.1016/j.compgeo.2012.08.007Author URL
CitationsScopus - 6Web of Science - 5
Co-authorsJinsong Huang
2013Huang J, Lyamin AV, Griffiths DV, Krabbenhoft K, Sloan SW, 'Quantitative risk assessment of landslide by limit analysis and random fields', COMPUTERS AND GEOTECHNICS, 53 60-67 (2013) [C1]
DOI10.1016/j.compgeo.2013.04.009Author URL
CitationsScopus - 9Web of Science - 4
Co-authorsScott Sloan, Andrei Lyamin, Jinsong Huang
2013Zhang X, Krabbenhoft K, Pedroso DM, Lyamin AV, Sheng D, da Silva MV, Wang D, 'Particle finite element analysis of large deformation and granular flow problems', Computers and Geotechnics, 54 133-142 (2013) [C1]

A version of the Particle Finite Element Method applicable to geomechanics applications is presented. A simple rigid-plastic material model is adopted and the governing equations ... [more]

A version of the Particle Finite Element Method applicable to geomechanics applications is presented. A simple rigid-plastic material model is adopted and the governing equations are cast in terms of a variational principle which facilitates a straightforward solution via mathematical programming techniques. In addition, frictional contact between rigid and deformable solids is accounted for using an approach previously developed for discrete element simulations. The capabilities of the scheme is demonstrated on a range of quasi-static and dynamic problems involving very large deformations. © 2013 Elsevier Ltd.

DOI10.1016/j.compgeo.2013.07.001
CitationsScopus - 5Web of Science - 5
Co-authorsAndrei Lyamin, Daichao Sheng
2013Karim MR, Oka F, Krabbenhoft K, Leroueil S, Kimoto S, 'Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model', International Journal for Numerical and Analytical Methods in Geomechanics, 37 2801-2824 (2013) [C1]

The phenomenon of excess pore water pressure increase or stagnation and continuing large ground deformation in soft sensitive clay following the completion of construction of emba... [more]

The phenomenon of excess pore water pressure increase or stagnation and continuing large ground deformation in soft sensitive clay following the completion of construction of embankment is simulated for a case study at Saint Alban, Quebec, Canada. The present model employs an updated Lagrangian finite element framework and is combined with an automatic time increment selection scheme. The simulation based on an elasto-viscoplastic constitutive model considers soil-structure degradation effect. It is shown that without consideration for the microstructural degradation effect, it is not possible to reproduce the field responses of soft sensitive clay even during the construction of the embankment. When the soil-structure degradation effect is considered, the present model can offer reasonably accurate prediction for the consolidation behavior of soft sensitive clay, including the so-called anomalous pore water pressure generation and continuing large deformation even after the end of construction, which has been posing numerous uncertainties on the long-term performance of earth structures. © 2013 John Wiley & Sons, Ltd.

DOI10.1002/nag.2165
CitationsScopus - 1Web of Science - 1
Co-authorsMdrezaul Karim
2013Sleap SB, Turner BD, Krabbenhøft K, Sloan SW, 'Effects of pCO 2 on the removal of fluoride from wastewater by calcite', Journal of Environmental Engineering (United States), 139 1053-1061 (2013) [C1]

Free-drift batch reactor experiments using calcite (limestone, CaCO 3) were used to study fluoride removal through precipitation as fluorite (CaF2) from solutions with concentrati... [more]

Free-drift batch reactor experiments using calcite (limestone, CaCO 3) were used to study fluoride removal through precipitation as fluorite (CaF2) from solutions with concentrations reflective of an industrially contaminated site. The influence of CO2 partial pressure (pCO2), stirring rate, and fluoride concentration were investigated in this paper. Equilibrium modeling shows that in wastewaters with high fluoride concentrations (~2,000 mg/L), the flux of CO2(g) to CO 2(aq) could not keep up with the consumption of CO2(aq), resulting in an initial disequilibrium with experimental pH reaching equilibrium quickly, while fluoride removal lagged. Increasing stirring rate significantly decreased the extent of disequilibrium and the time at which the CaCO 3-fluoride-CO2 system attained equilibrium due to the increased rate of transport of dissolved CO2 to the CaCO3 surface, and simultaneously the rate of transport of the dissolved CaCO 3 to the bulk solution. Optimal fluoride removal occurs at pCO 2~10-0.52 [30% (mol% CO2)] with 96% of the initial 2,000 mg/L fluoride load removed in less than 80 min with a stirring rate of 300 revolutions per minute. Increasing pCO2 to ~100 (100% CO 2) resulted in very little gain, less than 2%, in fluoride removal, or in the time required to reach equilibrium and therefore significant remediation cost savings can be obtained by using pCO2 30% when compared to 100%. © 2013 American Society of Civil Engineers.

DOI10.1061/(ASCE)EE.1943-7870.0000710
CitationsScopus - 1
Co-authorsScott Sloan
2013Kardani O, Lyamin AV, KrabbenhØft K, 'A comparative study of preconditioning techniques for large sparse systems arising in finite element limit analysis', IAENG International Journal of Applied Mathematics, 43 195-203 (2013) [C1]

The efficiency of several preconditioned Conjugate Gradient (PCG) schemes for solving of large sparse linear systems arising from application of interior point methods to nonlinea... [more]

The efficiency of several preconditioned Conjugate Gradient (PCG) schemes for solving of large sparse linear systems arising from application of interior point methods to nonlinear Finite Element Limit Analysis (FELA) is studied. Direct solvers fail to solve these linear systems in large sizes, such as large 2D and 3D problems, due to their high storage and computational cost. This motivates using iterative methods. However, iterative solvers are not efficient for difficult problems without preconditioning techniques. In this paper, the effect of various preconditioning techniques on the convergence behavior of the preconditioned Conjugate Gradient (PCG) is investigated through a detailed comparative study. Furthermore, numerical results of applying PCG to several sample systems are presented and discussed thoroughly in a parametric study. Our results suggest that while incomplete Cholesky preconditioners are by far the most efficient techniques for sequential computations, significant gains may result from use of sparse approximate inverse methods in parallel environment in this field.

CitationsScopus - 1
Co-authorsAndrei Lyamin
2012Krabbenhoft S, Damkilde L, Krabbenhoft K, 'Lower-bound calculations of the bearing capacity of eccentrically loaded footings in cohesionless soil', Canadian Geotechnical Journal, 49 298-310 (2012) [C1]
CitationsScopus - 3Web of Science - 2
2012Krabbenhoft K, Karim MR, Lyamin AV, Sloan SW, 'Associated computational plasticity schemes for nonassociated frictional materials', International Journal for Numerical Methods in Engineering, 90 1089-1117 (2012) [C1]
CitationsScopus - 9Web of Science - 10
Co-authorsScott Sloan, Andrei Lyamin, Mdrezaul Karim
2012Krabbenhoft K, Lyamin AV, 'Computational Cam clay plasticity using second-order cone programming', Computer Methods in Applied Mechanics and Engineering, 209-212 239-249 (2012) [C1]
CitationsScopus - 13Web of Science - 12
Co-authorsAndrei Lyamin
2012Krabbenhoft K, Lyamin AV, Huang J, Vicente Da Silva MJ, 'Granular contact dynamics using mathematical programming methods', Computers and Geotechnics, 43 165-176 (2012) [C1]
CitationsScopus - 12Web of Science - 9
Co-authorsJinsong Huang, Andrei Lyamin
2012Krabbenhoft K, Huang J, Vicente Da Silva MJ, Lyamin AV, 'Granular contact dynamics with particle elasticity', Granular Matter, 14 607-613 (2012) [C1]
DOI10.1007/s10035-012-0360-1
CitationsScopus - 11Web of Science - 10
Co-authorsAndrei Lyamin, Jinsong Huang
2010Karim MR, Krabbenhoft K, 'Extraction of effective cement paste diffusivities from X-ray microtomography scans', Transport in Porous Media, 84 371-388 (2010) [C1]
DOI10.1007/s11242-009-9506-y
CitationsScopus - 5Web of Science - 5
Co-authorsMdrezaul Karim
2010Karim MR, Krabbenhoft K, 'New renormalization schemes for conductivity upscaling in heterogeneous media', Transport in Porous Media, 85 677-690 (2010) [C1]
DOI10.1007/s11242-010-9585-9
CitationsScopus - 11Web of Science - 9
Co-authorsMdrezaul Karim
2010Souloumiac P, Krabbenhoft K, Leroy YM, Maillot B, 'Failure in accretionary wedges with the maximum strength theorem: numerical algorithm and 2D validation', Computational Geosciences, 14 793-811 (2010) [C1]
DOI10.1007/s10596-010-9184-4
CitationsScopus - 11Web of Science - 11
2009Krabbenhoft K, 'A variational principle of elastoplasticity and its application to the modeling of frictional materials', International Journal of Solids and Structures, 46 464-479 (2009) [C1]
DOI10.1016/j.ijsolstr.2008.09.020
CitationsScopus - 9Web of Science - 6
2009Souloumiac P, Leroy YM, Maillot B, Krabbenhoft K, 'Predicting stress distributions in fold-and-thrust belts and accretionary wedges by optimization', Journal of Geophysical Research-Solid Earth, 114 1-15 (2009) [C1]
DOI10.1029/2008jb005986
CitationsScopus - 11Web of Science - 9
2009Al-Tarawneh KK, Buzzi OP, Krabbenhoft K, Lyamin AV, Sloan SW, 'An indirect approach for correlation of permeability and diffusion coefficients', Diffusion and Defect Data: Pt A. Defect and Diffusion Forum, 283-286 504-514 (2009) [C1]
DOI10.4028/www.scientific.net/ddf.283-286.504
CitationsScopus - 1Web of Science - 1
Co-authorsScott Sloan, Andrei Lyamin, Olivier Buzzi
2009Al-Tarawneh KK, Buzzi OP, Krabbenhoft K, Lyamin AV, 'Discussion of the Paper 'Experimental Investigation into Concentration-Dependent Chloride Diffusivity in Glass Beads and Fine Sand' by K. Prabhakaran Nair, A. Praveen, and S. Chandrakaran', Journal of Porous Media, 12 289-291 (2009) [C3]
DOI10.1615/JPorMedia.v12.i3.80
Co-authorsOlivier Buzzi, Andrei Lyamin
2008Krabbenhoft K, Lyamin AV, Sloan SW, 'Three-dimensional Mohr-Coulomb limit analysis using semidefinite programming', Communications in Numerical Methods in Engineering, 24 1107-1119 (2008) [C1]
DOI10.1002/cnm.1018
CitationsScopus - 33Web of Science - 29
Co-authorsScott Sloan, Andrei Lyamin
2008Krabbenhoft K, Krabbenhoft J, 'Application of the Poisson-Nernst-Planck equations to the migration test', Cement and Concrete Research, 38 77-88 (2008) [C1]
DOI10.1016/j.cemconres.2007.08.006
CitationsScopus - 23Web of Science - 20
2008Zhao J, Sloan SW, Lyamin AV, Krabbenhoft K, 'Bounds for shakedown of cohesive-frictional materials under moving surface loads', International Journal of Solids and Structures, 45 3290-3312 (2008) [C1]
DOI10.1016/j.ijsolstr.2008.01.030
CitationsScopus - 8Web of Science - 3
Co-authorsAndrei Lyamin, Scott Sloan
2007Krabbenhoft K, 'An alternative to primary variable switching in saturated-unsaturated flow computations', Advances in Water Resources, 30 483-492 (2007) [C1]
DOI10.1016/j.advwatres.2006.04.009
CitationsScopus - 8Web of Science - 8
2007Krabbenhoft K, Damkilde L, Nazem M, 'An implicit mixed enthalpy-temperature method for phase-change problems', Heat and Mass Transfer, 43 233-241 (2007) [C1]
DOI10.1007/s00231-006-0090-1
CitationsScopus - 5Web of Science - 5
Co-authorsMajidreza Nazem
2007Leroy YM, Maillot B, Cubas N, Souloumiac P, Krabbenhoft K, 'Selection of folding mechanisms based on the maximum rock strength', Geophysical Research Abstracts, 9 03411 (2007) [C3]
2007Souloumiac P, Leroy YM, Krabbenhoft K, Maillot B, 'Predicting stress in fault-bend fold by optimization', Geophysical Research Abstracts, 9 03377 (2007) [C3]
2007Zhao J, Sheng D, Sloan SW, Krabbenhoft K, 'Limit theorems for gradient-dependent elastoplastic geomaterials', International Journal of Solids and Structures, 44 480-506 (2007) [C1]
DOI10.1016/j.ijsolstr.2006.04.039
CitationsScopus - 8Web of Science - 8
Co-authorsDaichao Sheng, Scott Sloan
2007Krabbenhoft K, Lyamin AV, Sloan SW, 'Formulation and solution of some plasticity problems as conic programs', International Journal of Solids and Structures, 44 1533-1549 (2007) [C1]
DOI10.1016/j.ijsolstr.2006.06.036
CitationsScopus - 96Web of Science - 75
Co-authorsAndrei Lyamin, Scott Sloan
2007Krabbenhoft K, Lyamin AV, Sloan SW, 'Shakedown of a cohesive-frictional half-space subjected to rolling and sliding contact', International Journal of Solids and Structures, 44 3998-4008 (2007) [C1]
DOI10.1016/j.ijsolstr.2006.11.001
CitationsScopus - 13Web of Science - 6
Co-authorsAndrei Lyamin, Scott Sloan
2007Krabbenhoft K, Lyamin AV, Sloan SW, Wriggers P, 'An interior-point algorithm for elastoplasticity', International Journal for Numerical Methods in Engineering, 69 592-626 (2007) [C1]
DOI10.1002/nme.1771
CitationsScopus - 51Web of Science - 41
Co-authorsAndrei Lyamin, Scott Sloan
2007Krabbenhoft K, Lyamin AV, Sloan SW, 'Bounds to shakedown loads for a class of deviatoric plasticity models', Computational Mechanics, 39 879-888 (2007) [C1]
DOI10.1007/s00466-006-0076-3
CitationsScopus - 20Web of Science - 18
Co-authorsAndrei Lyamin, Scott Sloan
2005Hjiaj M, Huang W, Krabbenhoft K, Sloan SW, 'Formulation of non-standard dissipative behavior of geomaterials', Journal of Engineering Mathematics, 52 147-165 (2005) [C1]
DOI10.1007/s10665-004-7768-5
CitationsScopus - 4Web of Science - 4
Co-authorsScott Sloan
2005Krabbenhoft K, Damkilde L, Krabbenhoft S, 'Ultimate Limit State Design Of Sheet Pile Walls By Finite Elements And Nonlinear Programming', Computers and Structures, 83 383-393 (2005) [C1]
DOI10.1016/j.compstruc.2004.08.016
CitationsScopus - 10Web of Science - 8
2004Krabbenhoft K, Damkilde L, 'Double porosity models for the description of water infiltration in wood', WOOD SCIENCE AND TECHNOLOGY, 38 641-659 (2004) [C1]
DOI10.1007/s00226-004-0253-5Author URL
CitationsScopus - 5Web of Science - 4
2004Krabbenhoft K, Hoffmeyer P, Bechgaard C, Damkilde L, 'Finite element analysis of boron diffusion in wooden poles', Wood and Fiber Science, 36 573-584 (2004) [C1]
2004Krabbenhoft K, Damkilde L, 'A model for non-Fickian moisture transfer in wood', Materials and Structures/Materiaux et Constructions, 37 615-622 (2004) [C1]

A model for non-Fickian moisture transfer in wood is presented. The model considers the transfer of water vapour separate from the transfer of bound water. These two components ar... [more]

A model for non-Fickian moisture transfer in wood is presented. The model considers the transfer of water vapour separate from the transfer of bound water. These two components are linked by an equation describing the sorption on the cell wall level. Hereby, a formulation capable of describing known non-Fickian effects, including the effects of step size, absolute moisture content, and sample length, is achieved. The sorption curves predicted by the model are compared with experimental results and good agreement is found.

DOI10.1617/14036
CitationsScopus - 27
2003Krabbenhoft K, Damkilde L, 'A general non-linear optimization algorithm for lower bound limit analysis', INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 56 165-184 (2003) [C1]
DOI10.1002/nme.551Author URL
CitationsScopus - 94Web of Science - 85
2002Krabbenhoft K, Damkilde L, 'Lower bound limit analysis of slabs with nonlinear yield criteria', COMPUTERS & STRUCTURES, 80 2043-2057 (2002) [C1]
DOI10.1016/S0045-7949(02)00269-9Author URL
CitationsScopus - 24Web of Science - 23
2001Krabbenhoft K, Damkilde L, 'Electro-thermal device and circuit simulation with thermal nonlinearity due to temperature dependent diffusivity', ELECTRONICS LETTERS, 37 1481-1482 (2001) [C1]
DOI10.1049/el:20010991Author URL
CitationsScopus - 5Web of Science - 6
Show 46 more journal articles

Conference (49 outputs)

YearCitationAltmetricsLink
2014Kardani O, Krabbenhøft K, Lyamin AV, 'Application of adaptive dynamic relaxation to highly nonlinear geotechnical problems', 11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014, Barcelona (2014) [E2]
Co-authorsAndrei Lyamin
2014Zhang X, Krabbenhoft K, Sheng D, 'Particle finite element simulation of Granular media', Applied Mechanics and Materials (2014) [E1]

Despite their ubiquity, the simulation of granular materials poses a continuing challenge in computational mechanics, as these materials can behave like solid, liquid and gas. In ... [more]

Despite their ubiquity, the simulation of granular materials poses a continuing challenge in computational mechanics, as these materials can behave like solid, liquid and gas. In this paper, a recently developed version of the Particle Finite Element Method is applied for analyzing the behaviour of granular media under very large deformations. Both quasi-static and dynamic problems are considered. It is shown that this continuum approach is applicable to general large deformation problems of granular materials, including liquid-like flows. © (2014) Trans Tech Publications, Switzerland.

DOI10.4028/www.scientific.net/AMM.553.410
Co-authorsDaichao Sheng
2014Huang J, Griffiths DV, Lyamin AV, Krabbenhoft K, Sloan SW, 'Discretization errors of random fields in finite element analysis', Applied Mechanics and Materials (2014) [E1]

The mechanical properties of natural materials such as rocks and soils vary spatially. This randomness is usually modelled by random field theory so that the material properties c... [more]

The mechanical properties of natural materials such as rocks and soils vary spatially. This randomness is usually modelled by random field theory so that the material properties can be specified at each point in space. When these point-wise material properties are mapped onto a finite element mesh, discretization errors are inevitable. In this study, the discretization errors are studied and suggestions for element sizes in relation with spatial correlation lengths are given. © (2014) Trans Tech Publications, Switzerland.

DOI10.4028/www.scientific.net/AMM.553.405
Co-authorsJinsong Huang, Scott Sloan, Andrei Lyamin
2013Kardani M, Lyamin AV, Krabbenhoft K, 'Application of Preconditioned Conjugate Gradient Method to Some Challenging Large Scale Problems in Computational Geomechanics', 25th Biennial Conference on Numerical Analysis, Glasgow (2013) [E3]
Co-authorsAndrei Lyamin
2013Lyamin AV, Krabbenhoft K, Sloan SW, 'Adaptive limit analysis using deviatoric fields', Adaptive Modeling and Simulation 2013 - Proceedings of the VI International Conference on Adaptive Modeling and Simulation, ADMOS 2013, Lisbon, Portugal (2013) [E2]
Co-authorsScott Sloan, Andrei Lyamin
2013Huang J, Lyamin AV, Griffiths DV, Sloan SW, Krabbenhoft K, Fenton GA, 'Undrained bearing capacity of spatially random clays by finite elements and limit analysis', Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris (2013) [E1]
Co-authorsScott Sloan, Andrei Lyamin, Jinsong Huang
2013Krabbenhoft S, Damkilde L, Krabbenhoft K, 'Upper and lower bound calculations of the bearing capacity of strip footings near slopes in cohesionless soil', Research and Applications in Structural Engineering, Mechanics and Computation, Cape Town (2013) [E1]
DOI10.1201/b15963-447
2013Sloan SW, Lyamin AV, Krabbenhoft K, 'Adaptive finite element limit analysis incorporating steady state pore pressures', Computational Methods for Coupled Problems in Science and Engineering, Ibiza (2013) [E1]
Co-authorsScott Sloan, Andrei Lyamin
2013Kardani O, Lyamin AV, Krabbenhoft K, 'Iterative Solution of Large Sparse Linear Systems Arising from Application of Interior Point Method in Computational Geomechanics', Proceedings of the World Congress in Engineering, London (2013) [E1]
Co-authorsAndrei Lyamin
2012Huang J, Krabbenhoft K, Vicente Da Silva MJ, Lyamin AV, 'Simulating granular column collapse by non-smooth contact dynamics', Computational Mechanics 2012, Sao Paulo (2012) [E3]
Co-authorsAndrei Lyamin, Jinsong Huang
2012Huang J, Krabbenhoft K, Lyamin AV, 'Influence of random microstructures on the elastic properties of cement paste', Proceedings of the 5th Asian-Pacific Symposium on Structural Reliability and its Applications: Sustainable Civil Infrastructures - Hazards, Risk, Uncertainty, Singapore (2012) [E1]
Co-authorsJinsong Huang, Andrei Lyamin
2011Da Silva MV, Krabbenhoft K, Lyamin AV, Sloan SW, 'Rigid-plastic large-deformation analysis of geotechnical penetration problems', Computer Methods for Geomechanics: Frontiers and New Applications. Volume 1, Melbourne, VIC (2011) [E1]
CitationsScopus - 1
Co-authorsAndrei Lyamin, Scott Sloan
2011Krabbenhoft K, Lyamin AV, Sloan SW, Vicente Da Silva M, 'Mathematical programming formulation of elasto-plasto-dynamics for geomaterials', COMGEO II - Proceedings of the 2nd International Symposium on Computational Geomechanics, Cavtat, Croatia (2011) [E1]
Co-authorsScott Sloan, Andrei Lyamin
2011Lyamin AV, Krabbenhoft K, Sloan SW, 'Interface conditions modelling in computational limit analysis', COMGEO II - Proceedings of the 2nd International Symposium on Computational Geomechanics, Cavtat, Croatia (2011) [E1]
Co-authorsAndrei Lyamin, Scott Sloan
2010Krabbenhoft K, Karim MR, 'Extraction of effective cement paste diffusivities from X-ray microtomography images', Proceedings of the IV European Conference on Computational Mechanics, Palais des Congres, France (2010) [E3]
Co-authorsMdrezaul Karim
2010Lyamin AV, Munoz J, Krabbenhoft K, Sloan SW, 'Comparison of adaptive strategies for limit analysis applications', Proceedings of the IV European Conference on Computational Mechanics, Palais des Congres, France (2010) [E3]
Co-authorsAndrei Lyamin, Scott Sloan
2010Krabbenhoft K, Lyamin AV, Sloan SW, 'Associated plasticity for nonassociated frictional materials', Numerical Methods in Geotechnical Engineering, Trondheim, Norway (2010) [E1]
Co-authorsScott Sloan, Andrei Lyamin
2010Karim MR, Krabbenhoft K, 'Computational homgenization of geomaterials on the basis of x-ray microtomography images', Proceedings of the Joint 9th World Congress on Computational Mechanics and 4th Asian Pacific Congress on Computational Mechanics, Sydney, NSW (2010) [E3]
Co-authorsMdrezaul Karim
2010Krabbenhoft K, Sheng D, 'Latent instability in hardening plasticity models for geomaterials', Proceedings of the Joint 9th World Congress on Computational Mechanics and 4th Asian Pacific Congress on Computational Mechanics, Sydney, NSW (2010) [E3]
Co-authorsDaichao Sheng
2009Lyamin AV, Krabbenhoft K, Sloan SW, 'Limit Analysis of Bearing Capacity of Eccentrically Loaded Strip Footing on Clay with Tension Cut-off Interface Conditions', Proceedings of the1st International Symposium on Computational Geomechanics (COMGEO I), Juan-les-Pins, France (2009) [E2]
Co-authorsAndrei Lyamin, Scott Sloan
2008Al-Tarawneh KK, Buzzi OP, Krabbenhoft K, Lyamin AV, Sloan SW, 'An indirect approach for correlation of permeability and diffusion coefficients', Abstract Book: 4th International Conference on Diffusion in Solids and Liquids, Barcelona, Spain (2008) [E3]
Co-authorsOlivier Buzzi, Andrei Lyamin, Scott Sloan
2008Krabbenhoft K, 'Mathematical theory of plasticity for frictional materials', Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa, India (2008) [E1]
2008Sloan SW, Krabbenhoft K, Lyamin AV, 'Lower bound shakedown analysis in geotechnics', Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa, India (2008) [E1]
CitationsScopus - 1
Co-authorsAndrei Lyamin, Scott Sloan
2008Giacomini A, Buzzi OP, Krabbenhoft K, 'Modelling the asperity degradation of a sheared rock joint using FEM', WCCM8, ECCOMAS 2008, Venice, Italy (2008) [E3]
Co-authorsOlivier Buzzi, Anna Giacomini
2008Clausen J, Krabbenhoft K, 'Existence and uniqueness of solutions in nonassociated Mohr-Coulomb elastoplasticity', WCCM8, ECCOMAS 2008, Venice, Italy (2008) [E3]
2008Krabbenhoft K, 'Numerical implementation of a new class of variational plasticity models for geomaterials', WCCM8, ECCOMAS 2008, Venice, Italy (2008) [E3]
2008Lyamin AV, Krabbenhoft K, Sloan SW, 'Modelling the interface conditions in limit analysis applications', WCCM8, ECCOMAS 2008, Venice, Italy (2008) [E3]
Co-authorsScott Sloan, Andrei Lyamin
2008Pedroso DDM, Krabbenhoft K, Sheng D, 'Comparison between two material point methods for applications in geotechnics', WCCM8, ECCOMAS 2008, Venice, Italy (2008) [E3]
Co-authorsDaichao Sheng
2008Karim MR, Oka F, Krabbenhoft K, Lyamin AV, 'Simulation of long-term consolidation behaviour of soft sensitive clay', WCCM8, ECCOMAS 2008, Venice, Italy (2008) [E3]
Co-authorsMdrezaul Karim, Andrei Lyamin
2008Krabbenhoft K, Karim MR, Altarawneh M, Buzzi OP, Lyamin AV, 'Virtual testing and computational homogenization of geomaterials', WCCM8, ECCOMAS 2008, Venice, Italy (2008) [E3]
Co-authorsOlivier Buzzi, Andrei Lyamin, Mdrezaul Karim
2008Krabbenhoft K, 'Mathematical theory of plasticity for frictional materials', XXII ICTAM Abstracts, Adelaide, SA (2008) [E3]
2007Krabbenhoft K, Karim MR, 'Virtual testing and homogenization of geomaterials', APCOM'07. 3rd Asian-Pacific Congress on Computational Mechanics. EPMESC XI. 11th International Conference on Enhancement and Promotion of Computational Methods in Engineering and Science. Proceedings, Kyoto, Japan (2007) [E2]
Co-authorsMdrezaul Karim
2007Krabbenhoft K, Lyamin AV, Sloan SW, 'Three-dimensional Mohr-Coulomb limit analysis using semidefinite programming', Numerical Models in Geomechanics: Proceedings of the Tenth International Symposium on Numerical Models in Geomechanics (NUMOG X), Rhodes, Greece (2007) [E1]
Co-authorsScott Sloan, Andrei Lyamin
2007Krabbenhoft K, Lyamin AV, Sloan SW, 'Shakedown analysis of cohesive-frictional materials using adaptive remeshing', Numerical Models in Geomechanics: Proceedings of the Tenth International Symposium on Numerical Models in Geomechanics (NUMOG X), Rhodes, Greece (2007) [E1]
Co-authorsScott Sloan, Andrei Lyamin
2007Krabbenhoft K, Lyamin AV, Sloan SW, 'Variational plasticity models for geomaterials', Computational Plasticity IX: Fundamentals and Applications. COMPLAS IX, Barcelona, Spain (2007) [E1]
Co-authorsAndrei Lyamin, Scott Sloan
2007Lyamin AV, Krabbenhoft K, Sloan SW, 'Shakedown analysis using adaptive mesh refinement', Computational Plasticity IX: Fundamentals and Applications. COMPLAS IX, Barcelona, Spain (2007) [E1]
Co-authorsAndrei Lyamin, Scott Sloan
2006Krabbenhoft K, Lyamin AV, Sloan SW, 'Conic representations of Mohr-Coulomb plasticity', Proceedings of the 2nd International Conference on Nonsmooth/Nonconvex Mechanics with Applications in Engineering (In Memoriam of Professor P.D. Panagiotopoulos), Thessaloniki, Greece (2006) [E1]
Co-authorsScott Sloan, Andrei Lyamin
2005Krabbenhoft K, Pivonka P, Sloan SW, Smith D, 'Numerical Aspects Of Multiionic Transport In Electrolytic Solutions', 3rd Biot Conference on Poromechanics (BIOT 2005), Oklahoma, USA (2005) [E1]
CitationsScopus - 1
Co-authorsScott Sloan
2005Krabbenhoft K, Pivonka P, 'Numerical Aspects Of Multi-Ionic Transport in Electrolytic Solutions', Proceedings of the Fourth Australasian Congress On Applied Mechanics - Advances In Applied Mechanics, Melbourne (2005) [E1]
2005Krabbenhoft K, Lyamin AV, Sloan SW, Wriggers P, 'Elastoplasticity By Mathematical Programming Methods', Proceedings of the Eighth International Conference on Computational Plasticity - Computational Plasticity: Fundamentals and Applications (COMPLAS VIII), Barcelona, Spain (2005) [E3]
Co-authorsAndrei Lyamin, Scott Sloan
2005Krabbenhoft K, Lyamin AV, Sloan SW, 'Plastic Design Of Sheet Pile Walls Using Finite Elements And Nonlinear Programming', Proceedings of the Eleventh International Conference On Computer Methods And Advances In Geomechanics, Torino, Italy (2005) [E1]
Co-authorsScott Sloan, Andrei Lyamin
2005Lyamin AV, Krabbenhoft K, Abbo AJ, Sloan SW, 'General Approach To Modelling Discontinuities In Limit Analysis', Proceedings of the Eleventh International Conference On Computer Methods And Advances In Geomechanics, Torino, Italy (2005) [E1]
Co-authorsAndrei Lyamin, Scott Sloan
2004Krabbenhoft K, Lyamin AV, Hjiaj M, Sloan SW, 'Upper Bound Shakedown Analysis Of Geostructures', Proceedings of the 9th Symposium on Numerical Models in Geomechanics, Ottawa, Canada (2004) [E1]
Co-authorsAndrei Lyamin, Scott Sloan
2004Krabbenhoft K, Hjiaj M, Sloan SW, Lyamin AV, 'Discontinuous Velocity Field For General Yield Criteria', Proceedings of the 9th Symposium on Numerical Models in Geomechanics, Ottawa, Canada (2004) [E1]
Co-authorsAndrei Lyamin, Scott Sloan
2004Hjiaj M, Lyamin AV, Krabbenhoft K, Sloan SW, 'A Lower Bound Formulation For Shakedown Analysis', Proceedings of the 9th Symposium on Numerical Models in Geomechanics, Ottawa, Canada (2004) [E1]
Co-authorsScott Sloan, Andrei Lyamin
2004Hjiaj M, Feng Z-Q, Wriggers P, Krabbenhoft K, 'A Time-Stepping Algorithm For Non-Smooth Friction Models', 4th European Congress on Computational Methods in Applied Sciences and Engineering, Jyvaskyla, Finland (2004) [E2]
2004Krabbenhoft K, Hjiaj M, Lyamin AV, Sloan SW, 'Limit Analysis Of Materials With Nonassociated Flow Rules', 4th European Congress on Computational Methods in Applied Sciences and Engineering, Jyvaskyla, Finland (2004) [E2]
Co-authorsAndrei Lyamin, Scott Sloan
2004Lyamin AV, Krabbenhoft K, Sloan SW, Hjiaj M, 'An Adaptive Algorithm For Upper Bound Limit Analysis Using Discontinuous Velocity Fields', 4th European Congress on Computational Methods in Applied Sciences and Engineering, Jyvaskyla, Finland (2004) [E2]
Co-authorsAndrei Lyamin, Scott Sloan
2004Lyamin AV, Hjiaj M, Krabbenhoft K, Sloan SW, 'Stability Of Conical Excavations In Cohesive Soils', Fourth International Conference on Landslides, Slope Stability and the Safety of Infrastructures, Kuala Lumpur, Malaysia (2004) [E2]
Co-authorsScott Sloan, Andrei Lyamin
Show 46 more conferences
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Grants and Funding

Summary

Number of grants25
Total funding$26,066,861

Click on a grant title below to expand the full details for that specific grant.


20152 grants / $1,033,900

The effect of climate change on the biogeochemistry of estuarine soft soils$570,000

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamDoctor Brett Turner, Associate Professor Kristian Krabbenhoft, Associate Professor Gregory Hancock
SchemeDiscovery Indigenous
RoleInvestigator
Funding Start2015
Funding Finish2015
GNoG1400452
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Unsaturated soil-structure interaction with emphasis on buried pipelines$463,900

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamDoctor George Kouretzis, Professor Daichao Sheng, Associate Professor Kristian Krabbenhoft
SchemeDiscovery Projects
RoleInvestigator
Funding Start2015
Funding Finish2015
GNoG1400255
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

20141 grants / $45,000

National Facility for Cyclic Testing of High-speed Rail (FCTHSR)$45,000

Funding body: University of Newcastle

Funding bodyUniversity of Newcastle
Project TeamProfessor Buddhima Indraratna, Laureate Professor Scott Sloan, Professor Mark Cassidy, Professor Daichao Sheng, Dr Cholachat Rujikiatkamjorn, Professor Kiet Tieu, Emeritus Professor John Carter, Professor Andries Fourie, Professor Nasser Khalili, Dr Abdelmalek Bouazza, Associate Professor Jayantha Kodikara, Professor Kenny Kwok, Professor Manicka Dhanasekar, Professor Priyan Mendis, Professor David Williams, Professor Brian Uy, Associate Professor Arul Arulrajah, Professor Hadi Khabbaz, Associate Professor Mohamed Shahin, Associate Professor Alex Remennikov, Professor J. Antonio Harb Carraro, Professor John Wilson, Associate Professor Kristian Krabbenhoft, Professor Christophe Gaudin, Dr Sanjay Nimbalkar, Associate Professor Chin Leo, Doctor Adrian Russell, Professor Paul Meehan, Mr Norm Grady
SchemeEquipment Grant
RoleInvestigator
Funding Start2014
Funding Finish2014
GNoG1300234
Type Of FundingInternal
CategoryINTE
UONY

20131 grants / $25,000

Micro X-ray for Materials Facility$25,000

Funding body: University of Newcastle

Funding bodyUniversity of Newcastle
Project TeamDr Will Gates, Dr Asadul Haque, Professor Buddhima Indraratna, Dr Samanthika Liyanapathirana, Associate Professor Arul Arulrajah, Dr Cordelia Selomuyla, Professor Jay Sanjayan, Associate Professor Kristian Krabbenhoft, Dr Cholachat Rujikiatkamjorn, Professor Raymond Cas, Associate Professor Chin Leo, Dr Erwin Oh, Dr Alistair Evans, Professor Andrei Lyamin, Dr Guillermo Narsilio, Dr Samuel Yuen, Professor David Williams
SchemeEquipment Grant
RoleLead
Funding Start2013
Funding Finish2013
GNoG1200520
Type Of FundingInternal
CategoryINTE
UONY

20121 grants / $80,000

The national geotechnical centrifuge facility$80,000

Funding body: University of Newcastle

Funding bodyUniversity of Newcastle
Project TeamProfessor Christophe Gaudin, Laureate Professor Scott Sloan, Emeritus Professor John Carter, Associate Professor Kristian Krabbenhoft, Conjoint Associate Professor Richard Merifield
SchemeEquipment Grant
RoleInvestigator
Funding Start2012
Funding Finish2012
GNoG1100676
Type Of FundingInternal
CategoryINTE
UONY

201110 grants / $21,623,154

ARC Centre of Excellence for Geotechnical Science and Engineering$14,400,000

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamLaureate Professor Scott Sloan, Professor Mark Cassidy, Professor Mark Randolph, Emeritus Professor John Carter, Professor Daichao Sheng, Professor Buddhima Indraratna, Professor David White, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin, Professor Christophe Gaudin, Dr Richard Merifield, Mr Harry Poulos, Professor D Griffiths, Doctor Shanyong Wang, Doctor Olivier Buzzi
SchemeARC Centres of Excellence
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoG0900169
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Administration$1,003,859

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamLaureate Professor Scott Sloan, Emeritus Professor John Carter, Professor Daichao Sheng, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin
SchemeARC Centres of Excellence
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoGS110005
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Geomaterial Science$1,003,859

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamLaureate Professor Scott Sloan, Emeritus Professor John Carter, Professor Daichao Sheng, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin
SchemeARC Centres of Excellence
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoGS110006
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Mulitphysics Modelling$1,003,859

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamLaureate Professor Scott Sloan, Emeritus Professor John Carter, Professor Daichao Sheng, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin
SchemeARC Centres of Excellence
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoGS110007
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Moving Boundary Problems$1,003,859

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamLaureate Professor Scott Sloan, Emeritus Professor John Carter, Professor Daichao Sheng, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin
SchemeARC Centres of Excellence
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoGS110008
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Georisk$1,003,859

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamLaureate Professor Scott Sloan, Emeritus Professor John Carter, Professor Daichao Sheng, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin
SchemeARC Centres of Excellence
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoGS110009
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Ballina Test Site$1,003,859

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamLaureate Professor Scott Sloan, Emeritus Professor John Carter, Professor Daichao Sheng, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin
SchemeARC Centres of Excellence
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoGS110010
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

ARC Centre of Excellence for Geotechnical Science and Engineering$500,000

Funding body: NSW Office for Science & Medical Research

Funding bodyNSW Office for Science & Medical Research
Project TeamLaureate Professor Scott Sloan, Professor Mark Cassidy, Professor Mark Randolph, Emeritus Professor John Carter, Professor Daichao Sheng, Professor Buddhima Indraratna, Professor David White, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin, Professor Christophe Gaudin, Dr Richard Merifield
SchemeScience Leveraging Fund
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoG0900187
Type Of FundingOther Public Sector - State
Category2OPS
UONY

ARC Centre of Excellence for Geotechnical Science and Engineering$350,000

Funding body: Coffey Geotechnics

Funding bodyCoffey Geotechnics
Project TeamLaureate Professor Scott Sloan, Professor Mark Cassidy, Professor Mark Randolph, Emeritus Professor John Carter, Professor Daichao Sheng, Professor Buddhima Indraratna, Professor David White, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin, Professor Christophe Gaudin, Dr Richard Merifield, Mr Harry Poulos, Professor D Griffiths, Doctor Olivier Buzzi
SchemeCoE Partner funding
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoG1200004
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

ARC Centre of Excellence for Geotechnical Science and Engineering$350,000

Funding body: Douglas Partners

Funding bodyDouglas Partners
Project TeamLaureate Professor Scott Sloan, Professor Mark Cassidy, Professor Mark Randolph, Emeritus Professor John Carter, Professor Daichao Sheng, Professor Buddhima Indraratna, Professor David White, Associate Professor Kristian Krabbenhoft, Professor Andrei Lyamin, Professor Christophe Gaudin, Dr Richard Merifield, Mr Harry Poulos, Professor D Griffiths, Doctor Olivier Buzzi
SchemeCoE Partner funding
RoleInvestigator
Funding Start2011
Funding Finish2011
GNoG1200005
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

20103 grants / $1,648,125

Modelling and Simulation of Complex Granular Flows$813,192

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamAssociate Professor Kristian Krabbenhoft
SchemeFuture Fellowships
RoleLead
Funding Start2010
Funding Finish2010
GNoG1000445
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Remediation of Groundwater using Permeable Reactive Barriers$580,000

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamAssociate Professor Kristian Krabbenhoft, Laureate Professor Scott Sloan
SchemeLinkage Projects
RoleLead
Funding Start2010
Funding Finish2010
GNoG0900186
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Remediation of Groundwater using Permeable Reactive Barriers$254,933

Funding body: Hydro Aluminium Kurri Kurri Pty Ltd

Funding bodyHydro Aluminium Kurri Kurri Pty Ltd
Project TeamAssociate Professor Kristian Krabbenhoft, Laureate Professor Scott Sloan
SchemeLinkage Projects Partner funding
RoleLead
Funding Start2010
Funding Finish2010
GNoG0900198
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

20092 grants / $320,000

Variational Plasticity Models and Algorithms for Frictional Geomaterials $300,000

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamProfessor Andrei Lyamin, Associate Professor Kristian Krabbenhoft
SchemeDiscovery Projects
RoleInvestigator
Funding Start2009
Funding Finish2009
GNoG0188806
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Computational Homogenization of Geomaterials Using X-ray Microtomography$20,000

Funding body: University of Newcastle

Funding bodyUniversity of Newcastle
Project TeamAssociate Professor Kristian Krabbenhoft, Professor Andrei Lyamin, Doctor Olivier Buzzi
SchemeNear Miss Grant
RoleLead
Funding Start2009
Funding Finish2009
GNoG0189830
Type Of FundingInternal
CategoryINTE
UONY

20082 grants / $495,000

Microstructural analysis and modelling of copper ore agglomerates for heap leaching$390,000

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamAssociate Professor Kristian Krabbenhoft, Laureate Professor Scott Sloan, Mr P Shrestha, Professor Andrei Lyamin, Dr Allan Jones, Mr Danny Castillo, Dr John Truelove
SchemeLinkage Projects
RoleLead
Funding Start2008
Funding Finish2008
GNoG0188452
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

Microstructural analysis and modelling of copper ore agglomerates for heap leaching$105,000

Funding body: BHP Billiton Innovation Pty Ltd

Funding bodyBHP Billiton Innovation Pty Ltd
Project TeamAssociate Professor Kristian Krabbenhoft, Laureate Professor Scott Sloan, Mr P Shrestha, Professor Andrei Lyamin, Dr Allan Jones, Mr Danny Castillo, Dr John Truelove
SchemeLinkage Projects Partner funding
RoleLead
Funding Start2008
Funding Finish2008
GNoG0189234
Type Of FundingGrant - Aust Non Government
Category3AFG
UONY

20062 grants / $794,282

PRC - Priority Research Centre for Geotechnical & Materials Modelling$524,282

Funding body: University of Newcastle

Funding bodyUniversity of Newcastle
Project TeamLaureate Professor Scott Sloan, Professor Irina Belova, Emeritus Professor John Carter, Professor Graeme Murch, Professor Daichao Sheng, Professor Stephen Fityus, Professor Andrei Lyamin, Associate Professor Andrew Abbo, Associate Professor Kristian Krabbenhoft
SchemePriority Research Centre
RoleInvestigator
Funding Start2006
Funding Finish2006
GNoG0186948
Type Of FundingInternal
CategoryINTE
UONY

Optimization Based Finite Element Procedures for Geotechnical Applications$270,000

Funding body: ARC (Australian Research Council)

Funding bodyARC (Australian Research Council)
Project TeamProfessor Andrei Lyamin, Associate Professor Kristian Krabbenhoft
SchemeDiscovery Projects
RoleInvestigator
Funding Start2006
Funding Finish2006
GNoG0185306
Type Of FundingAust Competitive - Commonwealth
Category1CS
UONY

20051 grants / $2,400

The 11th International Conference of IACMAG, the International Association of Computer Methods and Advances in Geomechanics, 19-24 June 2005$2,400

Funding body: University of Newcastle

Funding bodyUniversity of Newcastle
Project TeamAssociate Professor Kristian Krabbenhoft
SchemeTravel Grant
RoleLead
Funding Start2005
Funding Finish2005
GNoG0185522
Type Of FundingInternal
CategoryINTE
UONY
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Research Supervision

Current Supervision

CommencedResearch Title / Program / Supervisor Type
2013Substrates for the Remediation of Spent Potliner Leachate (SPL) Molecular Sieves and Calcite
Civil Engineering, Faculty of Engineering and Built Environment
Co-Supervisor
2012Numerical and Experimental Study of Particle Flow in Soils
Civil Engineering, Faculty of Engineering and Built Environment
Co-Supervisor
2007Virtual Testing of Materials
Civl Eng Not Elswr Classifd, University of Newcastle
Principal Supervisor

Past Supervision

YearResearch Title / Program / Supervisor Type
2015Efficient Iterative Sparse Linear Solvers for Large-Scale Computational Geomechanics
Civil Engineering, Faculty of Engineering and Built Environment
Principal Supervisor
2014Particle Finite Element Method in Geomechanics
Civil Engineering, Faculty of Engineering and Built Environment
Principal Supervisor
2011Experimental and Numerical Studies of Diffusion in Geomaterials
Civil Engineering, Faculty of Engineering and Built Environment
Co-Supervisor
2011Virtual Testing of Geomaterials through Micro Computed Tomographic Images and Computational Homogenization
Civil Engineering, Faculty of Engineering and Built Environment
Principal Supervisor
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News

Effects of climate change on the biogeochemical processes of Australian soft soils

PhD Scholarship - Effects of climate change on the biogeochemical processes of Australian soft soils

March 27, 2015

A scholarship opportunity is available for a PhD student to study the effects of climate change on the biogeochemical processes of Australian soft soils and the implications to geotechnical engineering under the supervision of Dr Brett Turner and Dr Daniel Bishop.

Australian Research Council (ARC)

ARC Discovery Project funding success

November 19, 2014

Dr Georgios Kouretizis, Professor Daichao Sheng and Associate Professor Kristian Krabbenhoft have been awarded more than $463,000 in ARC Discovery Project funding commencing in 2015 for their research project Unsaturated soil-structure interaction with emphasis on buried pipelines.

Associate Professor Kristian Krabbenhoft

Position

Associate Professor
Centre for Geotechnical and Materials Modelling
School of Engineering
Faculty of Engineering and Built Environment

Focus area

Civil Engineering

Contact Details

Emailkristian.krabbenhoft@newcastle.edu.au
Phone(02) 4921 5734

Office

RoomEA223
BuildingEngineering A
LocationCallaghan
University Drive
Callaghan, NSW 2308
Australia
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