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Dr George Kouretzis

Senior Lecturer

School of Engineering (Civil Engineering)

Bridging the gap

Dr George Kouretzis and his colleagues work towards bridging the gap between research, engineering applications and public benefit, particularly in the area of onshore pipeline networks, the circulatory lifelines of modern society.

Dr George Kouretzis 

Motivated by the challenges he faced during his involvement in the design of buried pipelines in problematic areas, Kouretzis' research focuses on increased safety levels and uninterrupted operation of pipeline infrastructure, from mega gas pipelines to local water distribution networks.

Kouretzis and his group examine the behaviour of pipelines crossing soil deposits that are sensitive to environmental and climate change effects, areas susceptible to mine subsidence, or zones of high seismicity. They also investigate the impact of new developments on existing networks, and the detrimental effects that an accidental blast or a terrorist attack may have on a critical lifeline. The goal of all these studies is the same: to understand how onshore pipeline infrastructure will perform under the influence of these natural or anthropogenic hazards, under which circumstances there is a significant risk of failure, and which measures practicing engineers must take to mitigate the probability and the consequences of this failure.

The outcome of these studies is a compilation of practical design tools, charts and simple computer codes that can be readily used by pipeline engineers in their current and future projects. Kouretzis has collaborated with a number of consulting companies in implementing the findings of this research in critical projects, such as the design of high-pressure natural gas pipelines crossing active seismic faults. New construction techniques have been adopted from the insight gained on pipeline behaviour, and these tools are now endorsed by international guidelines on the design of buried pipelines, superseding earlier methods proposed in the 70s and 80s.

Recently, the Australian Research Council awarded a grant to a team to be led by Kouretzis to further delve into the effects of environmental changes on onshore pipelines, with a particular focus on Australian conditions. This 3-year project commencing in 2015 will include the development of a custom-built laboratory apparatus to investigate how buried pipelines interact with their surrounding soil. The team is collaborating with a number of international groups working in the same field, and their long-term aim is to create a national buried pipeline research hub at the University of Newcastle.       

Kouretzis obtained a Diploma in Civil Engineering from the Democritus University of Thrace, Greece, and received his MSc and PhD from the School of Civil Engineering of the National Technical University of Athens (NTUA), Greece, in 2005. In the following years, he continued his engagement with NTUA's School of Civil Engineering, first as a post-doctoral researcher and later as a part-time lecturer. After a four-year period where he was primarily engaged with industry-related activities, George joined the University of Newcastle and the Centre of Excellence for Geotechnical Science and Engineeringin 2012 and currently holds a senior lecturer position in the School of Engineering.

In parallel with his research on buried pipelines, Kouretzis is working on various problems in the areas of soil-structure interaction, computational geomechanics, geotechnical earthquake engineering and soft soil testing techniques. He has published over 35 papers in monographs, refereed journals and peer-reviewed conference proceedings on the analysis of buried pipelines affected by geohazards, the aseismic design of tunnels and the numerical simulation of large deformation problems in geomechanics. His research has attracted substantial funding from government as well as industry sources, and he has been involved in several projects as project leader and chief investigator. Kouretzis also serves as associate editor of Canadian Geotechnical Journal and as guest editor of Australian Geomechanics. He is also an active reviewer for a number of international journals, and member of the review panel of international funding bodies.

Parallel to his academic activities, since 2000 Dr Kouretzis has been involved as an expert engineering consultant in a series of major energy and transportation infrastructure projects, including high- and medium-pressure natural gas and crude oil pipeline networks, bridges and motorway tunnels in areas of high seismicity, critical runway embankments etc. He is also an active member of the Australian Geomechanics Society, and currently serves as secretary of its NSW-Newcastle Chapter.Finally, Kouretzis is the recipient of a number of awards for research and teaching excellence from organisations including the International Association for Computer Methods and Advances in Geomechanics and the Australian Association of Computational Mechanics

Dr George Kouretzis

Bridging the gap

Dr George Kouretzis is working towards bridging the gap between research, engineering applications and public benefit, particularly in the area of onshore pip

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Career Summary

Biography

George (Georgios) Kouretzis obtained a diploma in Civil Engineering from the Democritus University of Thrace, Greece and received his MSc and PhD from the School of Civil Engineering of the National Technical University of Athens (NTUA), Greece in 2005. In the following years, he continued his engagement with the School of Civil Engineering, NTUA first as a post-doctoral researcher and then as a part-time lecturer. His research interests include numerical simulation of dynamic soil-structure interaction effects under cyclic loading, analytical and numerical methods to assess pipeline and tunnel performance under transient and permanent ground displacements, design of protective structures to resist conventional weapons effects, numerical simulation of moving boundary problems in geomechanics, and evaluation of soil and topography effects on strong earthquake ground motion. Parallel to his research activities, he has been involved since 2000 as an engineering consultant and as an auditor in a series of major energy and transportation infrastructure projects, including high- and medium-pressure natural gas and crude oil pipeline networks, bridges and motorway tunnels in areas of high seismicity, critical runway embankments etc. He has published over 30 papers in monographs, refereed journals and peer-reviewed conferences, and serves as an active reviewer for a number of international journals. 

Research Expertise
Oriented towards the following four fields, lying in the areas of geotechnical earthquake engineering, dynamic response of structures and computational geomechanics: - Evaluation of soil and topography effects on strong earthquake ground motion, - Soil-structure interaction under earthquake and blast loading, - Aseismic design of underground structures under transient and permanent ground displacements, - Design of protective structures to resist conventional weapons effects, and - Moving boundary problems in geomechanics.

Teaching Expertise
- Geotechnical and Geoenvironmental Engineering: soil investigation methods and in situ testing, analysis and design of shallow and deep foundations, soil and groundwater contamination and remediation techniques, application of numerical methods in geotechnical engineering problems. - Geotechnical Earthquake Engineering; aseismic design of pipelines and tunnels, mitigation of liquefaction effects on structures, seismic slope stability, assessment of soil effects and microzonation studies, seismic design of retaining walls. - Foundation Engineering; Analysis and design of flexible retaining walls, soil anchors, methods for soil improvement.

Collaborations
He has been a member of research groups of the School of Civil Engineering and of the School of Mining and Metallurgical Engineering, National Technical University of Athens Greece, as well as of the National and Kapodistrian University of Athens.


Qualifications

  • PhD (Geotechnical Engineering), National Technical University of Athens - Greece
  • Diploma of Civil Engineering, Democritus University of Thrace - Greece
  • Master of Science (Engineering), National Technical University of Athens - Greece

Keywords

  • Dynamic response of structures
  • Foundation engineering
  • Geotechnical earthquake engineering
  • Numerical and analytical methods in geomechanics
  • Soil and topography effects on strong ground motion
  • Soil-structure interaction

Fields of Research

Code Description Percentage
090501 Civil Geotechnical Engineering 85
090506 Structural Engineering 15

Professional Experience

UON Appointment

Title Organisation / Department
Senior Lecturer University of Newcastle
School of Engineering
Australia

Academic appointment

Dates Title Organisation / Department
1/01/2008 - 1/09/2008 Casual Academic National Technical University of Athens
Geotechnical Division
Greece
1/07/2005 - 1/01/2008 Research Assistant National Technical University of Athens
Geotechnical Division
Greece
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Publications

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


Book (1 outputs)

Year Citation Altmetrics Link
2007 Yiouta-Mitra P, Kouretzis G, Bouckovalas G, Sofianos A, Effect of underground structures in earthquake resistant design of surface structures (2007) [A3]

This research deals with the question of whether, and under what circumstances, the presence of underground structures should be taken into account for the earthquake resistant de... [more]

This research deals with the question of whether, and under what circumstances, the presence of underground structures should be taken into account for the earthquake resistant design of neighbouring surface structures. In order to investigate the effect of underground structures on surface seismic motion, a series of dynamic plane-strain numerical analyses were conducted, considering a circular tunnel embedded in a viscoelastic half-space, and a harmonic SV-wave excitation. The numerical methodology, based on the Finite Difference Method, aims at quantifying the effect of the soil medium characteristics, excitation frequency, tunnel diameter, depth of construction, and relative flexibility of the lining compared to that of the surrounding soil. Conclusions contain preliminary criteria identifying the cases when the presence of an underground structure should be considered in the design of a surface structure. Copyright ASCE 2007.

DOI 10.1061/40904(223)16

Journal article (19 outputs)

Year Citation Altmetrics Link
2015 Zhang X, Sheng D, Kouretzis GP, Krabbenhoft K, Sloan SW, 'Numerical investigation of the cylinder movement in granular matter', Physical Review E - Statistical, Nonlinear, and Soft Matter Physics, 91 (2015)

We investigate numerically the mechanisms governing horizontal dragging of a rigid cylinder buried inside granular matter, with particular emphasis on enumerating drag and lift fo... [more]

We investigate numerically the mechanisms governing horizontal dragging of a rigid cylinder buried inside granular matter, with particular emphasis on enumerating drag and lift forces that resist cylinder movement. The recently proposed particle finite element method is employed, which combines the robustness of classical continuum mechanics formulations in terms of representing complex aspects of the material constitutive behavior, with the effectiveness of discrete element methods in simulating ultralarge deformation problems. The investigation focuses on the effect of embedment depth, cylinder roughness, granular matter macromechanical properties, and of the magnitude of the cylinder's horizontal displacement on the amplitude of the resisting forces, which are discussed in light of published experimental data. Interpretation of the results provides insight on how the material flow around the cylinder affects the developing resistance, and a mechanism is proposed to describe the development of a steady-state drag force at large horizontal movements of the cylinder.

DOI 10.1103/PhysRevE.91.022204
Co-authors Daichao Sheng, Scott Sloan
2015 Zheng C, Kouretzis GP, Sloan SW, Liu H, Ding X, 'Vertical vibration of an elastic pile embedded in poroelastic soil', Soil Dynamics and Earthquake Engineering, 77 177-181 (2015)

We present an analytical study on the vertical vibration of an elastic pile embedded in poroelastic soil. The poroelastic soil is divided into a homogeneous half-space underlying ... [more]

We present an analytical study on the vertical vibration of an elastic pile embedded in poroelastic soil. The poroelastic soil is divided into a homogeneous half-space underlying the pile base and a series of infinitesimally thin independent layers along its shaft. The dynamic interaction problem is solved by extending a method originally proposed for an embedded rigid foundation. The validity of the derived solution is verified via comparison with existing solutions. Arithmetical examples are used to demonstrate the sensitivity of the vertical pile impedance to the relative rigidity of the two soil parts.

DOI 10.1016/j.soildyn.2015.05.010
Co-authors Scott Sloan
2015 Zhang X, Sheng D, Kouretzis GP, Krabbenhoft K, Sloan SW, 'Numerical investigation of the cylinder movement in granular matter.', Phys Rev E Stat Nonlin Soft Matter Phys, 91 022204 (2015)
Co-authors Daichao Sheng, Scott Sloan
2014 Kouretzis GP, Krabbenhøft K, Sheng D, Sloan SW, 'Soil-buried pipeline interaction for vertical downwards relative offset', Canadian Geotechnical Journal, 51 1087-1094 (2014) [C1]
DOI 10.1139/cgj-2014-0029
Citations Scopus - 1Web of Science - 1
Co-authors Kristian Krabbenhoft, Scott Sloan, Daichao Sheng
2014 Kouretzis GP, Andrianopoulos KI, Sloan SW, Carter JP, 'Analysis of circular tunnels due to seismic P-wave propagation, with emphasis on unreinforced concrete liners', COMPUTERS AND GEOTECHNICS, 55 187-194 (2014) [C1]
DOI 10.1016/j.compgeo.2013.08.012
Citations Scopus - 2
Co-authors Scott Sloan, John Carter
2014 Ansari Y, Kouretzis GP, Sheng D, 'An effective stress analysis of partially embedded offshore pipelines: Vertical penetration and axial walking', COMPUTERS AND GEOTECHNICS, 58 69-80 (2014) [C1]
DOI 10.1016/j.compgeo.2014.01.011
Co-authors Daichao Sheng
2014 Kouretzis GP, Sheng D, Wang D, 'Numerical simulation of cone penetration testing using a new critical state constitutive model for sand', Computers and Geotechnics, 56 50-60 (2014) [C1]

A new perspective on the numerical simulation of cone penetration in sand is presented, based on an enhanced critical state model implemented in an explicit-integration finite ele... [more]

A new perspective on the numerical simulation of cone penetration in sand is presented, based on an enhanced critical state model implemented in an explicit-integration finite element code. Its main advantage, compared to similar studies employing simpler soil models, is that sand compressibility can be described with a single set of model parameters, irrespective of the stress level and the sand relative density. Calibration is based on back-analysis of published centrifuge experiments, while results of the methodology are also compared against independent tests. Additional analyses are performed to investigate sand state effects on cone penetration resistance, in comparison with empirical expressions from the literature. © 2013 Elsevier Ltd.

DOI 10.1016/j.compgeo.2013.11.002
Co-authors Daichao Sheng
2014 Hambleton JP, Kouretzis GP, Sloan SW, 'Introduction to the CGSE Special Issue of Australian Geomechanics', Australian Geomechanics, 49 1-2 (2014) [C3]
Co-authors James Hambleton, Scott Sloan
2014 Kouretzis GP, Sheng D, Wang D, 'Numerical simulation of CPT cone penetration in sand', Applied Mechanics and Materials, 553 416-421 (2014) [C1]

Numerical simulation of cone penetration in sand is performed by means of a computationally efficient critical state model implemented in an explicit-integration finite element co... [more]

Numerical simulation of cone penetration in sand is performed by means of a computationally efficient critical state model implemented in an explicit-integration finite element code. Its main advantage, compared to other published studies employing simpler soil models such as the Drucker-Prager, is that sand compressibility can be described with a single set of model parameters, irrespective of the stress level and the sand relative density. Calibration of the constitutive model is based on back-analysis of published centrifuge tests results, and consequently the predictions of the numerical methodology are compared against independent tests. Additional analyses are performed for proposing a new simplified formula to correlate the cone penetration resistance with the in situ sand relative density. © (2014) Trans Tech Publications, Switzerland.

DOI 10.4028/www.scientific.net/AMM.553.416
Co-authors Daichao Sheng
2014 Kouretzis G, Ansari Y, Pineda J, Sheng D, 'Experimental and numerical investigation of rate and softening effects on the undrained shear strength of Ballina clay', Australian Geomechanics Journal, 49 51-57 (2014) [C1]
Citations Scopus - 2
Co-authors Daichao Sheng, Jubert Pineda
2013 Kouretzis GP, Sheng D, Sloan SW, 'Sand-pipeline-trench lateral interaction effects for shallow buried pipelines', Computers and Geotechnics, 54 53-59 (2013) [C1]

A large-deformation numerical methodology is applied to simulate the interaction effects for a pipeline installed in a trench backfilled with loosely deposited dry sand, focusing ... [more]

A large-deformation numerical methodology is applied to simulate the interaction effects for a pipeline installed in a trench backfilled with loosely deposited dry sand, focusing on shallow buried pipelines subjected to lateral displacements relative to the surrounding soil. Based on the backfill-pipeline deformation mode under shallow embedment conditions, described in previous experimental studies, analyses are performed while considering only the critical state shear strength parameters of the backfill. The numerical methodology is validated against experimental full-scale test measurements from the literature, for pipelines buried in uniform dry loose and medium sand. Parametric analyses are performed to generate approximate formulas and charts for calculating (i) the maximum force on the pipeline and (ii) the minimum trench dimensions to eliminate interaction with the surrounding natural ground. Application of the proposed approach in the prediction of independent full-scale test results for a pipeline embedded in a shallow trench demonstrates its effectiveness, and underlines the effect of trench dimensioning on the response of the pipeline. © 2013 Elsevier Ltd.

DOI 10.1016/j.compgeo.2013.05.008
Citations Scopus - 3Web of Science - 2
Co-authors Scott Sloan, Daichao Sheng
2013 Kouretzis GP, Sloan SW, Carter JP, 'Effect of interface friction on tunnel liner internal forces due to seismic S- and P-wave propagation', SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 46 41-51 (2013) [C1]
DOI 10.1016/j.soildyn.2012.12.010
Citations Scopus - 14Web of Science - 9
Co-authors John Carter, Scott Sloan
2011 Karamitros DK, Bouckovalas GD, Kouretzis G, Gkesouli V, 'An analytical method for the strength verification of buried steel pipelines at normal fault crossings', Soil Dynamics and Earthquake Engineering, 31 1452-1464 (2011) [C1]
DOI 10.1016/j.soildyn.2011.05.012
Citations Scopus - 9Web of Science - 5
2011 Kouretzis G, Bouckovalas GD, Karamitros DK, 'Seismic verification of long cylindrical underground structures considering Rayleigh wave effects', Tunnelling and Underground Space Technology, 26 789-794 (2011) [C1]
DOI 10.1016/j.tust.2011.05.001
Citations Scopus - 5Web of Science - 4
2007 Kouretzis GP, Bouckovalas GD, Gantes CJ, 'Analytical calculation of blast-induced strains to buried pipelines', INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 34 1683-1704 (2007) [C1]
DOI 10.1016/j.ijimpeng.2006.08.008
Citations Scopus - 13Web of Science - 7
2007 Karamitros DK, Bouckovalas GD, Kouretzis GP, 'Stress analysis of buried steel pipelines at strike-slip fault crossings', SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 27 200-211 (2007) [C1]
DOI 10.1016/j.solidyn.2006.08.001
Citations Scopus - 53Web of Science - 35
2006 Kouretzis GP, Bouckovalas GD, Gantes CJ, '3-D shell analysis of cylindrical underground structures under seismic shear (S) wave action', SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 26 909-921 (2006) [C1]
DOI 10.1016/j.solidyn.2006.02.002
Citations Scopus - 25Web of Science - 18
2002 Bouckovalas GD, Kouretzis GP, Kalogeras IS, 'Site-specific analysis of strong motion data from the September 7, 1999 Athens, Greece earthquake', NATURAL HAZARDS, 27 105-131 (2002) [C1]
DOI 10.1023/A:1019960023266
Citations Scopus - 5Web of Science - 4
2001 Bouckovalas GD, Kouretzis GP, 'Stiff soil amplification effects in the 7 September 1999 Athens (Greece) earthquake', SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 21 671-687 (2001) [C1]
DOI 10.1016/S0267-7261(01)00045-8
Citations Scopus - 12Web of Science - 12
Show 16 more journal articles

Review (1 outputs)

Year Citation Altmetrics Link
2014 George P Kouretzis, Mark J Masia, Clive Allen, 'Structural Design Codes of Australia and New Zealand: Seismic Actions (2014) [D1]
DOI 10.1007/978-3-642-36197-5_120-1
Co-authors Mark Masia

Conference (2 outputs)

Year Citation Altmetrics Link
2014 Ansari Y, Kouretzis GP, Sheng D, 'Coupled finite element analysis of partially embedded offshore pipelines during vertical penetration', Applied Mechanics and Materials (2014) [E1]

Diverse vertical embedment response is observed for partially embedded pipelines when experimentally tested under similar initial and boundary conditions. Although vertical resist... [more]

Diverse vertical embedment response is observed for partially embedded pipelines when experimentally tested under similar initial and boundary conditions. Although vertical resistance of pipelines is presented through simple analytical solutions, a number of factors contribute to complications in implementing these theories into practice. The objectives of this research is to provide a more detailed investigation on the vertical embedment for the partially-embedded pipelines (PEPs) using a coupled large deformation finite element (CLDFE) analysis with contact. A modified Cam Clay (MCC) model represents the elastoplastic response of the soil. The model of pipeline embedment investigates the effect of drainage condition on heave forming with respect to rate of penetration. Besides, effect of frictional contact on the heave development and wedging effect is investigated and design-related considerations are proposed. It is shown that depending on the rate of pipeline penetration and soil consolidation rate, the pipeline penetration response can be categorised as undrained, partially drained or fully drained. © (2014) Trans Tech Publications, Switzerland.

DOI 10.4028/www.scientific.net/AMM.553.428
Co-authors Daichao Sheng
2014 Ansari Y, Kouretzis GP, Sheng D, 'Coupled finite element analysis of partially embedded offshore pipelines during vertical penetration', Applied Mechanics and Materials (2014) [E1]

Diverse vertical embedment response is observed for partially embedded pipelines when experimentally tested under similar initial and boundary conditions. Although vertical resist... [more]

Diverse vertical embedment response is observed for partially embedded pipelines when experimentally tested under similar initial and boundary conditions. Although vertical resistance of pipelines is presented through simple analytical solutions, a number of factors contribute to complications in implementing these theories into practice. The objectives of this research is to provide a more detailed investigation on the vertical embedment for the partially-embedded pipelines (PEPs) using a coupled large deformation finite element (CLDFE) analysis with contact. A modified Cam Clay (MCC) model represents the elastoplastic response of the soil. The model of pipeline embedment investigates the effect of drainage condition on heave forming with respect to rate of penetration. Besides, effect of frictional contact on the heave development and wedging effect is investigated and design-related considerations are proposed. It is shown that depending on the rate of pipeline penetration and soil consolidation rate, the pipeline penetration response can be categorised as undrained, partially drained or fully drained. © (2014) Trans Tech Publications, Switzerland.

DOI 10.4028/www.scientific.net/AMM.553.428
Co-authors Daichao Sheng

Other (1 outputs)

Year Citation Altmetrics Link
2014 Hambleton JP, Kouretzis GP, Sloan SW, 'Introduction to the ¿CGSE Special Issue¿ of Australian Geomechanics', ( issue.4 pp.1-2): The Australian Geomechanics Society (2014)
Co-authors Scott Sloan
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Grants and Funding

Summary

Number of grants 4
Total funding $528,900

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


20151 grants / $463,900

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

Funding body: ARC (Australian Research Council)

Funding body ARC (Australian Research Council)
Project Team Doctor George Kouretzis, Professor Daichao Sheng, Associate Professor Kristian Krabbenhoft
Scheme Discovery Projects
Role Lead
Funding Start 2015
Funding Finish 2015
GNo G1400255
Type Of Funding Aust Competitive - Commonwealth
Category 1CS
UON Y

20142 grants / $60,000

Research of partial embedment of pipelines and study of pipeline 3D lateral buckling analysis$40,000

Funding body: Hyundai Heavy Industries

Funding body Hyundai Heavy Industries
Project Team Doctor George Kouretzis, Professor Daichao Sheng, Laureate Professor Scott Sloan, Mr Ji Lim
Scheme Visiting Researcher
Role Lead
Funding Start 2014
Funding Finish 2014
GNo G1400118
Type Of Funding International - Non Competitive
Category 3IFB
UON Y

An earthquake shaking table to investigate soil-structure interactions$20,000

Funding body: University of Newcastle

Funding body University of Newcastle
Project Team Associate Professor Adrian Russell, Professor Nasser Khalili, Dr Gaofeng Zhao, Dr Arman Khoshghalb, Laureate Professor Scott Sloan, Doctor George Kouretzis, Professor Buddhima Indraratna, Dr Cholachat Rujikiatkamjorn, Professor Mark Cassidy, Professor Christophe Gaudin, Professor David Williams, Dr Alexander Scheuermann
Scheme Equipment Grant
Role Investigator
Funding Start 2014
Funding Finish 2014
GNo G1400617
Type Of Funding Internal
Category INTE
UON Y

20131 grants / $5,000

New Staff Grant 2012$5,000

Funding body: University of Newcastle

Funding body University of Newcastle
Project Team Doctor George Kouretzis
Scheme New Staff Grant
Role Lead
Funding Start 2013
Funding Finish 2013
GNo G1201169
Type Of Funding Internal
Category INTE
UON Y
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Research Supervision

Current Supervision

Commenced Research Title / Program / Supervisor Type
2015 Experimental and Numerical Modelling of Soft Soil Testing Techniques
Civil Engineering, Faculty of Engineering and Built Environment
Principal Supervisor
2015 Modelling of Embankments on Improved Soft Soils
Civil Engineering, Faculty of Engineering and Built Environment
Principal Supervisor
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News

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.

Dr George Kouretzis

Position

Senior Lecturer
School of Engineering
Faculty of Engineering and Built Environment

Focus area

Civil Engineering

Contact Details

Email georgios.kouretzis@newcastle.edu.au
Phone (02) 4921 6449

Office

Room EA207
Building EA Building
Location Callaghan
University Drive
Callaghan, NSW 2308
Australia
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