NGM 2016 Challenges in Nordic Geotechnics
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Conference program -  Keynotes and technical papers


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Following are list of presentations in each session. Each time slot between general lectures are 12 minutes so each presentation can not be longer than 10 minutes. Special choosen lectures in sessions 3 will get 20 minutes. Individual papers can been downloaded by link from the name of each paper in the sessions list. Papers in sessions 1 -2 will be presented orally in four parallel sessions, A, B, C and D. Papers in session 3, 4 and 5 will be presented orally in three parallel sessions, A, B and C. Papers in session P  will be presented on posters in the posters and exhibition area and will be there the whole conference time and open as the exhibition. Posters shall be in the size 90 * 120 cm and set up with doubletape provided by the posterwall supplier.
The conference proceedings will be available on usb memo card as pdf document in e-book format as well as folder with every file seperately. The conference proceedings consist of Keynotes papers and 137 technical papers.
Download the conference proceedings version 1b from here.  (Big file, can take aboud 3 minutes to download).

Keynotes presentations

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Plenum 1 – Suzanne Lacasse
Norwegian Geotechnical Institute (NGI)
Hazard, Reliability and Risk Assessment – Research and Practice for Increased Safety
 - see presentation
Dr Lacasse was born in the mining town of Noranda, Québec, Canada. She completed her Bachelor of Arts at University of Ottawa (1967), and Bachelor in Civil Engineering at Ecole Polytechnique of Montréal (1971). Graduate studies followed in cotutelle at the Massachusetts Institute of Technology and Ecole Polytechnique. She obtained her Ph.D. in 1976. She was Lecturer at Ecole Polytechnique (1973-1975) and faculty member of the Civil Engineering Department at MIT (1975-1983), where she also was Head of the Geotechnical Laboratory. Dr. Lacasse went to the Norwegian Geotechnical Institute (NGI) in 1978 as a post-doctoral fellow. She began employment at NGI in 1980, sharing her time between MIT and NGI until 1983. At NGI, she worked on research and consulting assignments, both in Norway and abroad, with secondments in several countries. She became NGI's Managing Director in 1991, a position she held until December 2011. She is now Technical Director at NGI. She was President of the Canadian Geotechnical Society in 2003-2004.

Suzanne gave the 37th Terzaghi Lecture of the American Society of Civil Engineers in 2001, the 8th Terzaghi Oration of the ISSMGE in 2013 and the 55th Rankine Lecture of the British Geotechnical Association in London in 2015. Suzanne have been honored from  the world over
As Managing Director of the Norwegian Geotechnical Institute, she maintained a keen interest for the technical aspects of NGI’s work, and conducted research and consulting work. She gave keynote lectures in over 30 countries, and is author or co-author of 300 papers.
Dr Lacasse received many awards from various institute the world over, she gave the 37th Terzaghi Lecture of the American Society of Civil Engineers in 2001, the 8th Terzaghi Oration of the ISSMGE in 2013 and the 55th Rankine Lecture of the British Geotechnical Association in London in 2015.  Dr Lacasse is not unknown to Iceland and was made Knight of the Icelandic Order of the Falcon by the President 1997.

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Plenum 2 –  Douglas F. VanDine
President of the Canadian Geotechnical Society 2015-2016
What is a Geotechnical Professional?  - see presentation
Doug VanDine is currently registered as a Professional Engineer and a Professional Geoscientist in British Columbia, Canada.  For more than 40 years he has practiced both geotechnical and geological engineering all across Canada and in several other countries.  He has worked with government, in academia, but primarily in consulting.  His primary specialization within the geotechnical field has been natural hazards: detection, prediction, risk assessment, analysis, prevention, stabilization, education and government policy.  Doug is author or co-author of over 50 publications related to these topics.  Between 2010 and 2013, he was editor of, and a major contributor to, the Geological Survey of Canada’s Canadian Technical Guidelines and Best Practices related to Landslides: a national initiative for loss reduction. Between 2008 and 2013, Doug was President of the Canadian Foundation for Geotechnique, and is the current President of the Canadian Geotechnical Society (2015 and 2016).  He has been recognized by both the Canadian engineering and geological communities for his contributions to protecting the environment and improving public safety in Canada.​

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Plenum 3 –  Jørgen S. Steenfelt
Technical Director Marine & Foundation Engineering, COWI, Dk.
Working abroad – Expect the unexpected - see presentation
For more than 40 years Professor Jørgen S. Steenfelt has been involved in engineering practice, management, research & development and teaching within geotechnical engineering (including rock mechanics and engineering geology). The activities have covered desk studies, design, site investigations, field and laboratory testing, monitoring, physical and numerical modelling, arbitration and expert opinions. His engagement in a majority of these areas was with an emphasis on theoretical aspects and trouble shooting for large and special projects.
Jørgen S. Steenfelt has broad experience in foundation solutions for fixed links, bridges, tunnels, marine structures, offshore wind farms and buildings. He has working experience from a large number of countries and have resided in Denmark, England, Saudi Arabia, Kuwait, The Philippines, Qatar and South Korea. Jørgen S. Steenfelt has been actively involved in teaching at various universities and in work connected to Code of Practice, standardisation and international co-operation through professional societies. He is the author or co-author of more than 100 scientific papers and an acclaimed lecturer with a number  of general reports, state-of-the-art and Key Note lectures.​

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Plenum 4 –  Antonio Gens
Vice-President of the ISSMGE for Europe 2013-2017
The current status and ongoing work at ISSMGE with a special focus on the activities of the TCs
 
- see presentation
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Antonio Gens has been a member of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE) since 1981 and he is or has been a member of 7 ISSMGE’s Technical Committees he is now elected vice-president for Europe 2013-2017.

Antonio Gens has been involved in geotechnical research, consulting and teaching for over 35 years. His research interests have notably included unsaturated soils and the development of coupled multi-physics analysis. He has also made significant contributions in the areas of laboratory testing, field measurements and back-analysis, constitutive and numerical modelling, in situ characterization of soils, soil freezing and ground improvement, slope stability, tailing dams and nuclear waste disposal. He has authored or co-authored more than 300 papers published in refereed Journals and International Conferences. He has been academic visitor at MIT (USA), University of Newcastle (Australia) and Imperial College (UK). He has consulted widely at home and abroad in a wide variety of geotechnical projects involving tunnelling, deep excavations, harbour quays and breakwaters, embankment and concrete dams, tailing dams, power stations, airports, radioactive waste repositories, large-scale scientific facilities, deep and shallow foundations, ground improvement and landslides.
Professor Gens’ contributions in the field of soil mechanics and geotechnical engineering have been recognized by a number of awards such as IACMAG’s Outstanding Contributions Award the R.M. Quigley Award (Canadian Geotechnical Society) and, twice, ICE’s Telford Medal and ICE’s George Stephenson Medal. In 2007 he delivered the 47th Rankine Lecture and in 2011, he was elected a Fellow of the UK’s Royal Academy of Engineering.

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Plenum 5 –  Fjóla Guðrún Sigtryggsdóttir
NTNU, Department of Hydraulic and Environmental Engineering, Trondheim, Norway
The Icelandic National Lecture - Hydropower dams in the Land of Ice and Fire
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Fjóla Guðrún Sigtryggsdóttir is from 2016 associated professor at NTHU in Throndheim, Norway. Fjóla has for many years been working as consulting engineer and teaching in the field of Geotechnical Engineering. Her contribution has in great instance been in construction of dams for hydropower projects as well as geohazard monitoring for safety managment of infrastructure systems.

Fjóla Guðrún's doctoral thesis, „Monitoring of structural health and danger state for safety and sustainability of infrastructure systems“  from 2015 is on monitoring of structural health and danger state for safety and sustainability of infrastructure systems, safety aspects related to internal erosion in different types of embankment dams and its potential triggering and exacerbation by earthquake events.
Fjóla Guðrún has been active member of the IGS, vice chairman of the board, member of the organizing committee for NGM 2016 and the ECSMGE 2019.


Technical Sessions 1 - Thursday 26th of May  -  13:10 - 14:40

TS - A1  Silfurberg A 
 Piles    

Chair: Niels Mortensen 
Co-Chair: Thomas Rye Simonsen 

A1-1 Rasmussen, M.S.R.
008 - Test of bored piles and the outcome of the Danish standard for designing bored piles
A1-2 Sørensen, S.P.H.
045 - Small-displacement stiffness of static p-y curves for piles in sand
A1-3 Knudsen, J.
066 - Is it reasonable to reduce the shaft resistance for bored piles?
A1-4 Siren, R.S.
080 - Tensile capacity of steel pipe piles drilled in the bedrock
A1-5 Sørensen, K.K.
084 - Heave of pile-supported structures due to pile driving in heavily overconsolidated very high plasticity Palaeogene clays
A1-6 Resare, F.R.
075 - Analysis of a laterally loaded pile in settling soil

TS - B1 Silfurberg B
Investigation, testing and monitoring

Chair: Leena Korkiala-Tanttu
Co-Chair: Taavi Dettenborn 
 
B1-1 Gylland, A.S.

054 - In situ detection of sensitive clays_part I Methods
B1-2 Sandven, R.
054 - In situ detection of sensitive clays_part II Results
B1-3 Valsson, S.M.
021 - Detecting quick clay with CPTu
B1-4 Viking, K.V.
065 - Influence of Operator Procedures on Obtained Accuracy in CPTu  Testing
B1-5 Thakur, V.
058 - A procedure for the assessment of the undrained shear strength profile of soft clays
B1-6 Amundsen, H.A.
124 - Comparison of the sample quality criteria for assessing the quality of low plastic sensitive soft clay samples

TS - C1  Kaldalón
Geophysical testing & earthquake enginering

Chair: Bjarni Bessason 
Co-Chair: Andrés Jónsson 

C1-1 Snæbjörnsson, J.Th.S.
158 - Effects of soil-structure interaction on the excitation and response of RC buildings subjected to near- and far-field earthquake strong-motion.
C1-2 Ronczka, Mathias 
108 - ERT and seismic refraction tomography test at Äspö Hard Rock Laboratory
C1-3 Wisén, R.
104 - Refraction seismic for mapping of limestone surface in a tunnel project in Copenhagen
C1-4 Halldórsson, B.H.
159 - On the HVSR characteristics at Icelandic strong-motion stations
C1-5 Ólafsdóttir, E.Á.
064 - Effects of data acquisition parameters on estimation of stiffness profiles of loose post glacial sites using MASW
C1-6 Sauvin, G.S.
079 - Impact of data acquisition parameters and processing techniques on S-wave velocity profiles from MASW - Examples from Trondheim, Norway

TS - D1  Ríma
Modelling, analysis and design

Chair: Mirva Koskinen 
Co-Chair: Juho Mansikkamäki 

D1-1 Fogila, Aligi
178 - Physical modeling and numerical analyses of vibro-driven piles with evaluation of their applicability for offshore wind turbine support structures.
D1-2 Nicolas, Gilleron
034 - Influence of deviatoric stress dependent stiffness on settlement trough width in 2D and 3D finite element modelling of tunnelling.
D1-3 Staghøj, Bjørn
035 - Bearing Capacity, Comparison of Results from FEM and DS/EN 1997-1 DK NA 2013
D1-4 Kassa, Henok Mekonnen
057 - Numerical Models on Anisiotropy of Rocks.
D1-5 Kellezi, Lindita
111 - Interpretation of Danish Chalk Design Parameters Applicable to Foundation Design.
 D1-6 Denver, Hans
113 - Modelling of Earth Pressure from nearby Strip Footings on a Free & Anchored Sheet Pile Wall 

Technical sessions 2 - Thursday 26th of May  -  15:20 - 16:35

TS - A2  Silfurberg A
Modelling, analysis and design

Chair: Morten Schousboe Rasmussen 
Co-chair: Þorbjörg Sævarsdóttir 

A2-1 Hoffman, P.
001 - Contributions of Janbu and Lade as applied to Reinforced Soil
A2-2 Thorarinsson, A.Th.
156 - New Developments in On-line Monitoring of Geotechnical Data
A2-3 Bergliv, E.B.
086 - Laboratory study on two-dimensional image analysis as a tool to evaluate degradation of granular fill materials
A2-4 Vanberg, M.
089 - Effect of pile sleeve opening and length below seabed on the bearing capacity of offshore jacket mudmats
A2-5 Jostad, H.P.J.
109 - 3D FE tool for time dependent settlement predictions

TS - B2 Silfurberg B
Investigation, testing and monitoring

Chair: Fjóla Guðrún Sigtryggsdóttir 
Co-chair: Elín Ásta Ólafsdóttir 

B2-1 Katic, N.K.
071 - OATV for strength estimations in Copenhagen Limestone
B2-2 Haugen, E.
063 - Improving soil characterization with objective use of total sounding.
B2-3 di Buò, B.
072 - Preliminary results from a study aiming to improve ground investigations data.
B2-4 Montalvo-Bartolomei, A.M.
110 - Solutions for Various Obstacles Encountered with Laboratory Piping Tests.
B2-5 Gorniak, J.G.
128 - Determination of pull-out strength and interface friction coefficient of geosynthetic reinforcement embedded in expanded clay LWA.

TS - C2  Kaldalón
Deep foundation and excavations

Chair: Magnea Huld Ingólfsdóttir 
Co-chair: Jimmie Andersson 


C2-1 Latini, C.
033 - Dynamic stiffness of horizontally vibrating suction caissons
C2-2 Lied, O.K.
077 - On the design of a deep secant pile wall.
C2-3 Laursen, P.C.L.
167 - Guldborgsund. Immersed tunnel
C2-4 Langford, J.L.
029 - Drainage to deep sheet pile wall supported excavations causing settlements
C2-5 Dahlin, T.
100 - Underwater ERT Surveys in Central Stockholm


TS - D2  Ríma
Modelling  and guidelines

Chair: Kenneth Viking
Co-chair: Sara Jorild 

D2-1 Svensson, M.I.
121 - GeoBIM for optimal use of geo data.
D2-2 Aunaas, K.A.
098 - An attempt towards harmonizing the Norwegian guidelines related to construction on sensitive clay.
D2-3 Koivisto, K.K.
147 - Commercialising reclaimed materials in earthworks – guidelines for productization and the process of appending these materials in the Finnish national code of practice.
D2-4 Veimo, Ingunn
135 - Education of drilling personnel carrying out pile and anchor drilling in Norway – effect on work quality and new plans for education in Norway.
D2-5
Helgason, Einar
038 - Communication and dissemination, the transition from geotechnical design to construction.

Technical sessions 3 - Friday 27th of May  -  10:45 - 12:10
 Special choosen presentations in  A3-1,  B3-1 and C3-1 are given double time for presentations

TS - A3  Silfurberg A
Geohazards and slope stability

Chair: Kristian Aunaas 
Co-chair: Magnus Rømoen 

A3-1 Thakur, Vikas
073 - Landslide hazards in sensitive clays: Some assessment and mitigation strategies.

A3-2 Kalsnes B.G.K.
082 - Risk analyses in excavation and foundation work
A3-3 Smaavik, T.F.
074 - The Refne landslide, Halden, Norway: case history and use of risk assessment
A3-4 Hunter, E.C.
099 - Effects of extreme rainfall on geotechnical hazards in the Canadian Rocky Mountains
A3-5 Blomén, H.
042 - Pore pressure response in the upper open aquifer- field investigations and modelling

TS - B3 Silfurberg B
Investigation, testing and monitoring

Chair: Maj Gøril Bæverfjord 
Co-chair: Þorbjörg Sævarsdóttir 

B3-1 Saarenketo, Timo
151 - Integrated analysis of ground penetrating radar and laser scanner

B3-2 Long, Mike
166 - Some developments on the insitu characterisation of peat using geophysical techniques.
B3-3 Forsman, J.
174 - Full scale reinforced road embankment test sections over soft peat layer.
B3-4 Kåsin, Kristoffer
143 - Grout in place piezometers.
B3-5 Gylland, A.S.
060 - Extended interpretation basis for the vane shear test.

TS - C3  Kaldalón
Geotechnical structures and infrastructure

Chair: Stefan Aronsson 
Co-chair: Jasmina Toromanovic 

C3-1 Du-Thinh, K.D.
144 - Foundation of the new bridge over the Gota River in downtown Gothenburg

C3-2 Edstam, T.E.
105 - The traffic junction Lindholmsmotet in Gothenburg: An example of creative geo-technical engineering in the construction phase
C3-3 Björnsson, B.J.
146 - Construction of the Sporðöldu Dam, Iceland
C3-4 Hébert, E.
053 - A geostatistical analysis of variations of permeability within a compacted dam core.
C3-5 Michaelsen, J.
126 - Temporary Groundwater Control for Construction of Railway Tunnels in Copenhagen.

Technical sessions 4 - Friday 27th of May  -  13:10 - 14:30

TS - A4  Silfurberg A
Modelling, analysis and design

Chair: Tim Lansivaara 
Co-chair: Ville Lehtonen 

A4-1 Degago, S.A.
097 - Experience and challenges in using a new pile drilling method in highly sensitive clays.
A4-2 Overgård, IE
116 - Reliability-based design of a monopile foundation for offshore wind turbines based on CPT data
A4-3 Andersson, J
120 - Reliability analysis of pile groups based on dynamic pile testing
A4-4 Belinchón, P.
169 - A Case Study of the Interaction between a Pile and Soft Soil focusing on Negative Skin Friction using FEA
A4-5 Sinnathamby, G.
177 - Application of Thermal Piles in Thawing a Frozen Ground

TS - B4 Silfurberg B
Investigation, testing and monitoring

Chair:  Ulf Possfelt 
Co-chair: Þorri Björn Gunnarsson 

B4-1 Klinkby, L.
136 - COBRA Cable Site Investigations in the Wadden Sea, Denmark
B4-2 Leth, C.T.
140 - Founding on (un)known chalk in Aalborg
B4-3 Simonsen, T.R.
025 - Field measurements of pore water pressure in very high plasticity Palaeogene clays in connection to deep excavation and pile driving
B4-4 Zeinali, A.
103 - Freezing-Thawing Laboratory Testing of Frost Susceptible Soils
B4-5 Hamza, O.H.
154 - Investigation into the effect of uncertainty of CPT-based soil type estimation on CPT-based pile bearing capacity

TS - C4  Kaldalón
Transportation geotechnics

Chair: Birgir Jónsson 
Co-chair: Magnea Huld Ingólfsdóttir 

C4-1 Alvin, D.R.
031 - An integrated approach to Geotechnics and Geophysics on the Electrification Programme in Denmark
C4-2 Sævarsdóttir, Th.S.
122 - Deformation Modelling of Unbound Materials in a Flexible Pavement
C4-3 Edeskar, T.
091 - Statistical analysis of thaw index for thaw weakening design purposes
C4-4 Pistrol, J.
027 - Theoretical and experimental investigations of Continuous Compaction Control (CCC) systems
C4-5 Foged, N.N.
137 - Strength and deformation properties of volcanic rocks in Iceland

Technical sessions 5 - Friday 27th of May  -  15:15 - 16:15

TS - A5  Silfurberg A
Geotechnical structures

Chair: Björn Jóhann Björnsson 
Co-chair: Aldís Ingimarsdóttir 

A5-1 Krivokapic, AK
163 - Design of protective dolphins in demanding geotechnical conditions  
A5-2 Oset, F.

114 - On the use of vertical drains and pore pressure control for soft soil stabilization with lime/cement columns
A5-3 de Bruin, W.R.
181 - Engineering and execution of tight sheet walls
A5-4 Zetterlund, M.S.
051 - Decision-making for increased sustainability in underground construction works by use of Analytical Hierarchy Process

TS - B5 Silfurberg B
 Testing and monitoring

Chair: Kenny K. Sørensen 
Co-chair: Anders Hust Augustesen 

B5-1 Lodahl, M.R.
026 - Oedometer tests with measurement of internal Friction between Oedometer ring and reconstituted clay specimen
B5-2 Paniagua, P.P.
036 - Study on the practices for interpretation of preconsolidation stress from oedometer tests
B5-3 l'Heureux, J.S.
059 - Correlations between shear wave velocities and geotechnical parameters in Norwegian clays.
B5-4 Augustesen, A.H.A.U.
067 - Triaxial testing of overconsolidated, low plasticity Clay Till.

TS - C5  Kaldalón
Geohazards, slope stability and Environmental geotechnics

Chair: Per Beck Laursen 
Co-chair: Þorri Björn Gunnarsson 


C5-1 Göransson, G.
056 - Climate change induced river erosion as
a trigger for landslide

C5-2 Bergdahl, K.B.
030 - Landslide risks in a changing climate -
The Nors River pilot study area.

C5-3 D'Ignazio, M
125 - Strength increase below an old test embankment in Finland.
C5-4 Rodriguez, J.
175 - Mechanical weathering effect on tailing particles.

Technical sessions P - Thursday - Friday in the Posters and Exhibition area 

Posters P1
Foundation and deep excavations

P1-1 Dam, A.M.

093 - Design of Retaining Walls at Metro Nordhavnen - a Case Story
P1-2 Zania, V.Z.
112 - Suction caissons subjected to monotonic combined loading
P1-3 Kinnunen, J.
157 - Time-related increase in bearing resistance of friction piles
P1-4 Anusic, I.
014 - Comparison of pile driveability methods based on a case study from an offshore wind farm in North Sea
P1-5 Sandene, T
133 - Large scale concrete piling in firm to stiff clay
P1-6 Christensen, A.B.
139 - DR Koncerthuset in Copenhagen  - a large concert hall supported by three legs on direct foundations.
P1-7 Park, Jae Hyun
188 - Experimental study on axial and lateral bearing capacities of non-welded composite piles based on pile load test results.
Posters P2
Geotechnical structures & infrastructure

P2-1 Hanusova, I.H.
041 - The Experimental Pressure and Sealing Plug (EPSP) Experiment as part of the wider European DOPAS project - rock mass improvement and construction
P2-2 Jørgensen, M.A.
131 - Geotechnical Engineering for a new container terminal in Lomé, Togo, west Africa.
P2-3 van Keßel, M.T.
017 - The Use of Geosynthetic Reinforced Retaining Structures Working as Bridge Abutments in Scandinavia and Europe
P2-4 Sharma, Dr.
119 - Compressibility and deformation studies of compacted fly ash/GGBS mixtures
P2-5 Markusson, M.M.
040 - Peaty ground- made for mass stabilization
P2-6 Halifax, David J.
187 - Design and construction of a reinforced soil avalanche barrier at Neskaupstaður.
P2-7 Zhussupbekov, A.Z.
141 - Geotechnical Infrastructures of New Capital Astana on Problematical Soil Ground
Posters P3
Investigation, testing and monitoring

P3-1 Okkels, N.I.O.
013 - Swell pressure and yield stresses in Danish, highly overconsolidated, Palaeogene clays of extreme plasticity.
P3-2 Dettenborn, T.D.
102 - Utilisation of recycled aggregates in urban earth construction: crushed concrete, foamed glass and ashes.
P3-3 Biryaltseva, T.
115 - The influence of grain size distribution and grain shape on the small strain shear modulus of North Sea Sand.
P3-4 Isacsson, U.
047 - Comparison between field monitoring and calculated settlement for railway embankment built on peat.
P3-5 de Bruin, W.R.
004 - Forensic engineering of a large bored pile wall at Avløs station.
P3-6 Dagli, Deniz
088 - Theoretical Analysis of the Relationship between Heave and Net Heat Extraction Rates Based on Freezing Experiments.
P3-7 Damtew Tseday
130 - Monitored Preloaded Embankments for a County Road in Eastern Norway.

Posters P4
Modelling, analysis and design

P4-1 Thorsen, Torben
006 - Load bearing capacity of railway embankments.
P4-2 Christensen, S.R.B.
094 - Modelling of pile groups and implementations of the non-linear effects in structural modelling programs.  - The interface between pile group and superstructure.
P4-3 Lehtonen, V.J.
024 - Back-calculation of the Saint-Alban A test embankment with a new modelling approach in LEM.
P4-4 Löfman, M.S.
061 - Vacuum preloading for a truck parking area in Luhtaanmäki Vantaa.
P4-5 van Baars, S.
010 - The influence of the shaft friction and pile shape on the pile tip bearing capacity.
P4-6 Brandt, M.B.
127 - V-H-M Yield Surface describing Soil Structure Interaction of Sub-sea Structures and Wind Turbines on Caisson Foundations in Soft Clays
P4-7 Hassellund, L.
005- Numerical analysis of an upstream tailings dam.
P4-8 Kullingsjö, A.K.
068 - Analysis of settelements in the project Södra Marieholmsbron.
P4-9 Toromanovic, J.
095 - Effects on an earthfill dam undergoing dam safety measures.
P4-10 Rønningen, Jon Abusland
062 - Modeling soft Scandinavian clay behavior using the asymptotic state.
P4-11 Carter, J.P.
153 - A rate-dependent creep model for structured soft soils.
P4-12 Grimstad, Gustav
049 - Evaluation of soil parameters for creep calculation of field cases.
P4-13 Muzik, Juraj
185 - Simulation of the Density-driven Groundwater Flow Using the Meshless Local Petrov-Galerkin Method.
P4-14 Lacasse, Suzanne
170 - Geosuite - A Modular System for Geotechnical Design.
P4-15 Lacasse, Suzanne
171 - Geo-assistance for Design Calculations.

Posters P5
Transportation geotechnics and geophysics
 

P5-1 Wisén, R.
106 - Resistivity measurements as a tool for optimizing groundwater protection at a highway construction in Sweden.
P5-2 Hellman, K.
117 - Automated co-interpretation of geophysical data for site investigation.


Posters P6

Underground infrastructures and others

P6-1 Olsen, Christian
039 - Bundle Towhead Foundation Design on Rockdump installed on soft clay
P6-2 Nodroff, S.R,
182 - Seismic Response of Squat Walls Founded on Gravel Cushions
P6-3 Nielsen, J.K.N.
087 - Freezing techniques made a new tunnel possible (- En trappe med udfordringer)

Posters P7
Geohazards and slope stability and Environmental geotechnics

P7-1 Rigler, Balazs Bela
043 - Structural characterization of hard rock formation using wireline borehole logging techniques in Titania open pit mine in Norway
P7-2 Göransson, Gunnel
055 - Multi hazards - Contaminated land vulnerable to natural hazards and climate change effects.
P7-3 Lundström, Hendrik
129 - Climate change and renovation of roads on peat.  See-booth #26 
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