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ON DEMAND PRESENTATIONS

160 km piles in Olskroken, Gothenburg - Optimization and automation of pile design InterCity Østfold: Geotechnical models in a large transport project using AutoCAD for bridge support in soft Civil 3D Mr Robin Vervoorn Civil7, Mr Ibrahim Rashid WSP Sweden Ms Kari Lien Johnsen Multiconsult Norge AS

Anchoring of a retaining structure with glass fibre strand anchors Large Scale Triaxial testing of Rockfill Ms Kirsten Malte Iversen COWI A/S, Mr Søren Juel Christensen Aarsleff, Mr Anders Bjerregaard Christensen Niras, Mr Svend Pilgaard Larsen GEO Mr Ole Møller Aarsleff LiTuWa-Light weight reinforced walls and steep slopes with Aquifer Thermal Energy Storage, ATES, used for district cooling in a new urban devel- Mr Arnstein Watn Norwegian University of Science and Technology, opment in Hillerød, Denmark Mr Jomar Finseth Geofield, MrJon Hauge Leca Norge AS Mr Lars Møller Markussen Ramboll Denmark, Mr Jes Michaelsen Ramboll Denmark Optimisation of foundations for Highrise buildings in Gothenburg soft Benefits of full scale test as a part of alliance project – Case Main Mr Anders Sagemo Ramboll Sweden AB, Dr Tara Wood Ramboll Sweden AB, road No 12 Valtari alliance Mr Carsten Lyse Rambøll Denmark Mr Niko Asikainen Skanska Infra OY, Mr Teemu Röman Pöyry Finland, Mr Veli-Matti Uotinen Finnish Transport Infrastructure Agency Practical aspects of grouted soil anchorage — A case study on rehabilitation of a quay in Oslo, Norway. Climate adaption measures of the Great Belt Link in Denmark to future-proof key Dr Girum Yesuf Norconsult AS, Mrs Andrea Støren Norconsult AS, national infrastructure asset Mr Trond Føyn Norconsult AS Mr Jan Stæhr COWI A, Mr Jørgen Krogh COWI AS Railway at Svendborg Correlation between CBR value and effective strength parameters for engineered fills Mr Per Laursen Rambøll, Mr Lars Madsen Rambøll Mrs Marta Weber COWI A/S, Dr Michael R. Lodahl COWI A/S, Mr Kristian T. Brødbæk COWI A/S, Dr Caspar T. Leth COWI A/S Stabilizing a quick clay slope in the city center of Trondheim, Norway Dr Anders Gylland Multiconsult Norge AS, Mr Sivert Hallsteinsen Multiconsult Norge AS Dualism of and : two parallel approaches to define lake water into an interlobate esker Stormwater detention factors for a blue-green roof based on lightweight expanded Dr Juho Mansikkamäki Pöyry Finland, Dr Niko Putkinen Geological Survey of Finland, clay aggregate in Norway Dr Arto Hyvönen Geological Survey of Finland, Mr Jaran Raymond Wood Leca International Dr Hilkka Kallio Geological Survey of Finland Supporting urban civil works using GeoGIS2020, a software demonstration with Experimental evaluation of time effect on swelling pressure in high plasticity clay examples from recent projects in Copenhagen Ms Elena Peri Aalborg University, Dr Søren Dam Nielsen COWI, Mr Christian Haugwitz Rambøll Danmark A/S Mr Benjaminn Nordahl Nielsen Sweco, Prof Lars Damkilde Aalborg University Testing sensitive clays through time and length scales Frost monitoring of the Finnish road network Mr Georgios Birmpilis Chalmers University of Technology, Mr Taavi Dettenborn Ramboll Finland Oy, Mr Ilari Harju Ramboll Finland Oy, Prof Jelke Dijkstra Chalmers University of Technology Mr Ari Hartikainen Ramboll Finland Oy, Mrs Hanna Nykänen FinMeas Oy, Dr Sami Ylönen FinMeas Oy, Mrs Kirsi Koivisto Ramboll Finland Oy Uncertainties in modelling undrained of clays using Critical State and SHANSEP Full geotechnical BIM – a must for urban areas Dr Marco D’Ignazio Tampere University / Ramboll Finland Oy, Prof Kok-Kwang Phoon Dr Mats Svensson Tyréns AB, Mr Olof Friberg Tyréns AB National University of Singapore, Prof Tim Länsivaara Tampere University

Full-scale static compression pile load test in with post installation pre-stress- Impact of installation on the recovery of the of displacement piles in sensitive clay ing to engage toe resistance Dr Jorge Yannie (NCC) Ms Kirsten Malte Iversen COWI A/S, Mr Bjørn Staghøj Roesen COWI A/S Characterization and assessment of crushed limestone powder and its environmental Geophysics for increased value of geotechnics in urban areas applications Dr Mats Svensson Tyréns AB Dr AHMED ALNUAIM (King Saud University) BIM geotechnical Ground investigations for new bridge crossing Mjøsa in Norway Prof GENNADII BOLDYREV (LLC NPP Geotek) Mr Kristian Heurlin Multiconsult Norge AS, Mrs Emmi Charlotte Kristensen Multiconsult Norge AS, Mr Anders Berg Ulvestad Multiconsult Norge, Mr Steffen Giese Multiconsult Geotechnical Characterization and Applications of Riyadh Metro TBM Excavated Material How Deep Foundations for a 245-metre skyscraper were installed in hard rock and Dr AHMED ALNUAIM (King Saud University) soft clay: Results from a ground engineering case study in Gothenburg, Sweden Mr Kevin Hague Aarsleff Ground Engineering Ltd, MrJan Kreuziger Aarsleff Norge As ORGANIZED BY

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18–19 January 2021, Virtual Conference ngm2020.com bsgc2020.com

LIVE PROGRAMME 18th JANUARY ALL TIMES IN EET (CET + 1)

KEYNOTE Masaki Kitazume 10:00 OPENING SESSION Chaired by: Leena Korkiala-Tanttu & Juho Mansikkamäki Stage: Stream 1 10:00 OPENING KEYNOTE 10:15 KEYNOTE MASAKI KITAZUME Jean-Sebastien L’Heureux Professor of Department of Civil and Environmental Engineering at Tokyo Institute of Technology Japan 10:45 KEYNOTE JEAN-SEBASTIEN L'HEUREUX Principal Engineer, Norwegian Geotechnical Institute (NGI), Associate Professor, Norwegian University of Science and Technology (NTNU) On the use of benchmark test sites for research and development in geotechnical engineering BREAK

11:45 SESSION 1 SESSION 2 SESSION 3 SESSION 4 Case histories Soil and rock investigations 1 Geotechnical art and Transport infrastructure / Chaired by: Tonje Eide Helle Stage: Stream 1 Chaired by: Lars Damkilde Stage: Stream 2 historical experiences engineering and / Design guidelines deep foundations Chaired by: Lech Balachowski Stage: Stream 3 Chaired by: Panu Tolla Stage: Stream 4

11:45 Prediction of jet grouting diameter in Swedish Shear wave velocity as a tool for characteris- Foundations for light structures Towards the modelling of uplift resistance of soil conditions ing engineering properties of Nordic clays skirted shallow foundations MR. VILLU LEPPIK MR. MÅRTEN BRINCK (ELU Konsult AB), DR. MARCO D’IGNAZIO (Norwegian) (Estonian University of Life Sciences) DR. ANTENEH BIRU TSEGAYE (Multiconsult AS) Mr. KARL STIGENIUS (Sweco)

12:00 Dynamic compaction of the Baltic basin silty Airborne geophysical investigations for land- Numerical analysis of the effect of underpass Detection of defects in bored piles by non-de- Sand - quality assurance with CPT, DPM, DMT slide risk investigation along the Ångerman construction on an existing bridge foundation structive methods on lrt construction site and PLT River, central Sweden DR. AHMED ELGAMAL (Mans) PROF. ASKAR ZHUSSUPBEKOV MR. PETERIS SKELS (Riga Technical University; MS. ULRIKA ISACSSON (Swedish Geotechnical (Eurasian National University, Astana, Kazakstan), Ltd. Menard Baltic) Institute),

12:15 3D stability analyses of Skjeggestad CPTU results at a test site in Norway: effect Influence of construction fence of deep Advances in Quality Control Methods for of cone penetrometer type excavation of the large sizes on changes of Bored Pile and Diaphragm Wall Foundations DR. SUZANNE LACASSE mechanical and strength characteristics of the with Case Histories (Norwegian Geotechnical Institute) DR. PRISCILLA PANIAGUA basis (Norwegian Geotechnical Institute) Mr. PATRICK HANNIGAN (GRL Engineers, Inc.), PROF. RASHID MANGUSHEV (Saint Petersburg Mr. GEORGE PISCSALKO (Pile Dynamics, Inc.) of State University of architecture and civil engineering)

12:30 Risk management and risk acceptance regard- Using SHANSEP for verification of unreliable Do the standards need modifications? A pro- Railway Infrastructure in Kolarctic Region ing the stability of slopes: Case study CPTU data in clays posal for geotechnical stability safety factor of breakwater DR. ELENA GORODNOVA (Emperor Alexander I MR. ANDERS BEIJER LUNDBERG DR. MARCO D’IGNAZIO (Tampere University / St. Petersburg State Transport University) (ELU Konsult AB) Ramboll Finland Oy) MR. RAF SOMERS (IMDC)

12:45 City planning of Hermanninranta - combi- Clay content determination with Underground car parks: Design guidelines for nation of geotechnics, contamination and and Laser Diffraction Method steel solutions and Circular economy – Dutch climate change experience MRS. ALEJANDRA LOPEZ RAMIREZ MRS. MIIA PAATSEMA (Helsinki City) (Aalto-University) MR. JOÃO MARTINS (ArcelorMittal Commercial RPS Sàrl)

13:00 The effect of input ground motion location on design spectrum in a seismic ground response analysis performed for an alluvial site MRS. BURCU AYTEKIN (Bursa Uludag University) BREAK ORGANIZED BY

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ALL TIMES IN EET (CET + 1) 14:15 SESSION 5 SESSION 6 SESSION 7 SESSION 8 Slope stability and Soil and rock Soil and rock Digital applications other geohazards investigations 2 investigation 1 in geotechnics Chaired by: Steinar Nordal Stage: Stream 1 Chaired by: Marco D’Ignazio Stage: Stream 2 Chaired by: Lehar Leetsaar Stage: Stream 3 Chaired by: Ivan Vanicek Stage: Stream 4

14:15 Large deformation failure analysis of slopes Evaluation of fast field vane tests FVT-F Shaft from the DMT and direct shear Inspection of open-pit mine drainage charac- using the smoothed particle finite element interface tests teristics with a horizontal camera method MR. JAN DANNEMAND ANDERSEN (GEO) PROF. LECH BALACHOWSKI MS. CRISTHIANA PERDIGAO DR. JINGJING MENG (Gdańsk University of Technology (GUT)) (Federation University Australia) (Luleå University of Technology)

14:30 Effect of Strength Anisotropy on the Stability The geotechnical characterisation and foun- Effect of spatial variability of soil properties Role of Geotechnical Engineering in BIM of Natural Slopes dation design of the Fjord Link Frederikssund on permanent seismic displacements of slopes process modelling bridge in Denmark with uniform load PROF. GUSTAV GRIMSTAD (Norwegian Universi- PROF. IVAN VANICEK ty of Science and Technology) MR. FRANCESCO PETRELLA DR. NIKOLAOS ALAMANIS (Czech Technical Univeristy in Prague) (Ove Arup & Partners Danmark) (University of Thessaly)

14:45 Stability of the Gunneklev Fjord sediments Characterization in one-dimensional compres- Statistical evaluation of physical and index Determining the reaction modulus. sion of a Danish Paleogene Clay properties of Vistula Marshlands deltaic soft Mathematical approach on case study. MR. SIGBJØRN RØNNING soils (Norwegian Geotechnical Institute) MS. GIORGIA DI REMIGIO MR. NAGY ANDOR (Technical University of Denmark) DR. JAKUB KONKOL (Technical University of Cluj-Napoca) (Gdańsk University of Technology (GUT))

15:00 Investigations on load-bearing behavior of soil Improving identification of a significant soil Tensile strength of cement treated clay nailing combined with flexible facing for slope layer from CPTU combined with acoustic data stabalization MR. AZNEB ABDUL SALAM DR. SAMSON DEGAGO (Indian Institute of Technology Madras) MR. JULIAN LEHN (Norwegian Public Administration) (GTU Ingenieurgesellschaft mbH)

15:15 Subjective determination of the undrained Geotechnical characterization of Norwegian Analysis on technological features of pile shear strength in slope stability assessments : database foundations construction in frozen and sea- sonal thawing soils MS. LOUISE LARSSON (ELU Konsult AB), DR. PRISCILLA PANIAGUA (Norwegian Geotech- MR. WIK BREURE (ELU Konsult AB) nical Institute, Norwegian University of Science MRS. AINUR MONTAYEVA and Technology (NTNU)) (L.N. Gumilyov Eurasian National University)

15:30 Extent of geotechnical site investigations for buildings in Estonia MR. LEHAR LEETSAAR (Aalto University and Tallinn Univesity of Technology) BREAK

16:15 SESSION 9 SESSION 10 SESSION 11 Climate change and Eurocode and Soil and rock circular economy standardization investigations 2 Chaired by: Þorbjörg Sævarsdóttir Stage: Chaired by: Ville Lehtonen Stage: Stream 2 Chaired by: Wojciech Pula Stage: Stream 4 Stream 1

16:15 Investigations into stabilized structures with Tension tests on bored instrumented piles Preliminary study of a bridge abutment the use of waste foundry sand installed in marine Eocene clay settlement considering spatial variability of soil properties MR. TOMMI SAPPINEN (Aalto University), MS. JANNIE KNUDSEN (Aarhus University and MR. MIKKO VILENIUS (Aalto University) COWI), PROF. WOJCIECH PULA (Wrocław University of DR. KENNY SØRENSEN (Aarhus University) Science and Technology)

16:30 Strength and stiffness properties of stonewool Eurocode 7 – an updated framework to ensure Formulation of new stress-dilatancy relations used as cloudburst reservoir under roads reliable geotechnical solutions for the modelling of rocks and rock masses DR. NIELS TRADS (GEO) DR. GUNILLA FRANZÉN (GeoVerkstan) DR. ANTENEH BIRU TSEGAYE (Multiconsult AS)

16:45 Laboratory evaluation of electrokinetic Eurocode EN1991 traffic load for geotechnical Case study of pullout piles connected with cap dewatering of dredged marine sediment as an design option for climate change adaption DR. ŠARŪNAS SKUODIS MR. PANU TOLLA (FTIA), (Vilnius Gediminas technical university) DR. MONA MALEKZADEH MR. KIM ANDERSSON -BERLIN (Arcus) (Southern Cross University)

17:00 Life cycle assessment and life cycle cost Models for predicting the suction of heaving analysis for geotechnical engineering: review compacted soils using geotechnical properties and research gaps MR. ARMAND AUGUSTIN FONDJO (Central DR. JOHAN SPROSS University of Technology, Free State) (KTH Royal Institute of Technology)

17:15 Laboratory and field investigation of ce- Seismic Response of Mechanically Stabilised ment-stabilized organic soil for establishing a Earth water retaining structure near a flood- prone area MS. MONICA JOSEPH (i), DR. SUBHADEEP BANERJEE MR. CHRISTOPHER GERLACH (GEO), (Indian Institute of Technology Madras) DR. NIELS TRADS (GEO)

17:30 Emission reduction through preconstruction and utilization of alternative materials in infra construction projects MS. SAILA PAHKAKANGAS (Ramboll Finland Oy) ORGANIZED BY

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18–19 January 2021, Virtual Conference ngm2020.com bsgc2020.com

LIVE PROGRAMME 19th JANUARY ALL TIMES IN EET (CET + 1)

10:00 SESSION 12 SESSION 13 Modelling / Monitoring and Environmental Geotechnics and digital solutions recycling 1 Chaired by: Sami Ylönen Stage: Stream 1 Chaired by: Sarunas Skuodis Stage: Stream 4

10:00 InSAR monitoring data to assess building KEYNOTE TARMO SOOMERE response to deep excavations Signatures and impacts of climate change in DR. STEFAN RITTER coastal environments of the Baltic Sea and (Norwegian Geotechnical Institute) affiliations

10:15 Modelling the railway induced ground vibra- tions in soft soil areas of Western Finland MR. ANTTI PELHO (AFRY Finland Oy)

10:30 DNU. The New Universitu Hospital at Aarhus Swell-shrink and hydraulic behaviour of MR. PER LAURSEN (Rambøll) compacted red soil- bentonite mixtures MS. DEVAPRIYA A.S (Indian Institute of technology Madras)

10:45 KEYNOTE MINNA KARSTUNEN Chalmers From soft soil modelling to engineering application BREAK

12:00 SESSION 14 SESSION 15 SESSION 16 SESSION 17 Ground improvement methods Soil and rock investigations 3 Foundations and deep Environmental geotechnics and Chaired by: Leena Korkiala-Tanttu Stage: Chaired by: Minna Leppänen Stage: Stream 2 excavations 1 recycling 2 Stream 1 Chaired by: Mirva Koskinen Stage: Stream 3 Chaired by: Miia Paatsema Stage: Stream 4

12:00 Quick-clay using potas- Estimating shear wave velocity with the SCPTu Penetration of driven piles into pre-crushed Deep compaction of crushed concrete fill, sium-chloride : Installation procedures and Bender element blasted rock: Case Jätkäsaari full-scale test at Jätkäsaari, Helsinki and effects MR. SIGURDUR VALSSON (Norwegian Public MS. KRISTIINA VASILOPOULOS MS. SANNA ANTTILA (Ramboll Finland Oy) DR. TONJE EIDE HELLE (Multiconsult) Roads Administration), MRS. MARIANNE DAHL (Aalto University) (Norwegian Public Roads Administration), MR. EIGIL HAUGEN (Norwegian Public Roads Administration), DR. SAMSON DEGAGO (Norwegian Public Roads Administration)

12:15 Settlements of spread footing foundations on Strength and deformation characterization of Bispevika – Developing a new district in Oslo Case Vilhonvuorenkatu, building a new street quick clay stabilized with lime and cement Norwegian organic cohesive soil (gyttja) harbor area, Mitigating horizontal forces in an and tram connection through old Suvilahti gas area with challenging ground conditions plant site MR. EIVIND JUVIK MR. ØYSTEIN BUEIE HOLSTAD (Norwegian Public Roads Administration) (Norwegian Public Roads Administration) MR. MARTIN DONS (Multiconsult Norge AS) MRS. MIIA PAATSEMA (Helsinki City)

12:30 Full-scale field-testing of lime-cement Airborne geoscanning and efficient geo- Experience from short- and long-term perfor- columns in a very sensitive clay technical ground investigation workflows: A mance of deep excavations in soft sensitive road-building case study from Central Norway clays MR. ALF KRISTIAN LUND MR. CRAIG WILLIAM CHRISTENSEN MR. JOHANNES TORNBORG (Chalmers Univer- (Norwegian Geotechnical Institute) (EMerald Geomodelling) sity of Technology & Skanska Sverige AB)

12:45 Influence factors for using hydraulic binders Measurement uncertainty of the fall cone (FC) Effect of de-icing salt as winter maintenance for soil stabilisation of fine-grained soils in test for corrosion of steel piles on bridges cold environment MR. MIKA KNUUTI (Tampere University) MR. VELI-MATTI UOTINEN MRS. MIRJA ROTHHÄMEL (Finnish Transport Infrastructure Agency) (Luleå University of Technology)

13:00 Observations from Reverse Column Penetra- Random sampling of geosynthetics in Finland tion Tests (RCP) on Lime-cement Columns in Klett, Trondheim, Norway MRS. MINNA LEPPÄNEN (Tampere University) MR. BJØRN KRISTIAN FISKVIK BACHE (Norwegian Geotechnical Institute)

13:15 Light foam glass, stable tree piles: A case study from a successful road re-construction project MR. EHSAN ELHAMI (WSP Sweden) BREAK

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ALL TIMES IN EET (CET + 1) 14:30 SESSION 18 SESSION 19 SESSION 20 SESSION 21 Transport infrastructure Statistical methods, risk analy- Foundations and Design experiences and Partnered by sis and reliability based design deep excavations 2 theoretical solutions Chaired by: Johan Spross Stage: Stream 2 Chaired by: Sven Knutson Stage: Stream 3 Chaired by: Sascha Henke Stage: Stream 4 Chaired by: Aldís Ingimarsdóttir Stage: Stream 1

14:30 TBM-spoil – spoil characterization and utiliza- CPTU-based settlement modelling for Kujala Developments in the field of removable Data Analysis and Prediction of Ground Vibra- tion at the Follo Line project test embankments on overconsolidated silty anchors tions due to Deep Vibro Techniques clay: A probabilistic approach DR. JENNY LANGFORD (Norwe), DR. MATTHIAS J. REBHAN MR. WILLIAM CHONG MS. MARIANNE DAHL (Statens vegvesen) MS. MONICA LÖFMAN (Aalto University) (Graz University of Technology) (Keller Foundations Pte Ltd)

14:45 Applications of Lightweight Aggregate Fill in In-situ ballast condition determination by Model study of screw pile installation impact The design of geotechnical structures using Railway Construction tamping machine integrated measurement on ground disturbance and vertical bearing numerical methods system behaviour in dense sand MR. TAAVI DETTENBORN (Ramboll Finland Oy) PROF. SASCHA HENKE (Helmut Schmidt MRS. OLJA BARBIR (TU Wien) MR. MUHAMMAD AZHAR SALEEM University, University of Federal Armed Forces (Saitama University) Hamburg)

15:00 Transport infrastructure and geotechnical Towards rigorous boundary value level sensi- Vibrations from driven concrete piles in lay- A numerical assessment of jetty side support engineering: ELGIP position paper tivity analyses using FEM ered soft soils close to a railway embankment system DR. PRISCILLA PANIAGUA (Norwegian Geotech- MR. HOSSEIN TAHERSHAMSI DR. MICHAEL R. LODAHL (COWI A/S) DR. AHMED ELGAMAL (Mansoura Higher Insti- nical Institute), DR. JEAN- SEBASTIEN L’HEU- (Chalmers University of Technology) tute of Engineering and Technology) REUX (Norwegian Geotechnical Institute)

15:15 A management tool to reduce the risk of dam- New Munch Museeum in Oslo – Challenging Innovation, Disruption, and Opportunity in age caused by geotechnical groundworks foundation engineering & construction in Reinforced Soil Structures complicated ground conditions DR. LUCA PICIULLO DR. PETER HOFFMAN (Norwegian Geotechnical Institute) MR. ANDERS BERG ULVESTAD (Multiconsult) (University of Colorado Denver)

15:30 New Hospital in Nordsjælland. Permanent uplift anchors in Copenhagen Limestone MR. LARS MADSEN (Niras) MR. BJØRN STAGHØJ ROESEN (COWI A/S)

15:45 Estimating pile length uncertainty with Kriging MR. MARTTI HALLIPELTO (Ramboll Finland Oy) 14:30 BREAK

16:30 SESSION 22 SESSION 23 SESSION 24 SESSION 25 Modelling Circular economy / Foundations and deep excava- Case studies Chaired by: Gustav Grimstad Stage: Stream 1 Cold regions - frost tions 3 Chaired by: Juho Mansikkamäki Stage: Stream 4 Chaired by: Takashi Ono Stage: Stream 2 Chaired by: Jelke Dijkstra Stage: Stream 3

16:30 Use of a 3D stratigraphic model as tool for Recycling of concrete from demolished bridg- BegrensSkade II – REMEDY – Risk Reduction of Investigations of Soil Plugging in Open-Ended improved communication and risk assessment es and other engineered structures Groundwork Damage Piles with Respect to the Long-Term Behaviour in large infrastructure projects of the Plug MR. TAAVI DETTENBORN (Ramboll Finland Oy) DR. JENNY LANGFORD (Norwegian Geotech- MR. MATS KAHLSTRÖM nical Institute), MR. EINAR JOHN LANDE (Nor- PROF. SASCHA HENKE (Norwegian Geotechnical Institute) wegian Geotechnical Institute), MR. THOMAS (Helmut Schmidt University) SANDENE (Norwegian Geotechnical Institute)

16:45 Numerical modelling of distinct ice lenses in State-of-the-art and sustainable solutions for Back-calculation of pillar foundation for Geotechnical engineering education in 2020 frost heave quay wall construction Skjeggestad Bridge MRS. PIRJO KUULA (Tampere University) MR. HAO GAO (Norwegian University of Science MR. JOÃO MARTINS (ArcelorMittal Commercial DR. ROBERT BENDZOVSKI and Technology (NTNU)) RPS Sàrl) (Multiconsult Norge AS)

17:00 Railway embankment behaviour due to A new earth reinforcement by “panel and nail” Deep soil mixing for stabilising deep excava- EU LIFE IP CIRCWASTE, case Sampaanala bay: increased axle loads - A numerical study for slope protection in cold region tions coastal bay mass- stabilization with indstrial by-product-based binder mixtures MR. TAN DO (Luleå University of Technology) PROF. TAKASHI ONO (Hokkai-Gakuen Univer- MR. ROBIN VERVOORN (Civil7), sity), MR. NOBUYUKI NISHIO (Techno Support. Mr. A.A. SANTOS BARROS MR. TUOMAS SUIKKANEN (Ramboll Finland Oy) co.,Ltd.), MR. AKIHIKO NAGANUMA (YAHAGI (Delft University of Technology) CONSTRUCTION Co.,LTD.), DR. HIROHISA MUTO (YAHAGI CONSTRUCTION Co.,LTD.), MR. KAZUYA KIRIYAMA (YAHAGI CONSTRUCTION Co.,LTD.)

17:15 DSHANSEP: Alternative considerations of the Suction measurement in freezing soils using Permanent sheet pile walls in complex soil Installation of a heavy king pile using driving SHANSEP approach pore pressure transducers conditions – Surveillance, monitoring and guidance safety DR. ANTENEH BIRU TSEGAYE (Multiconsult AS) MR. TARUN BANSAL MR. JANNIK BEUSSE (Luleå University of Technology) MR. BERNHARD NAGLESTAD (Multiconsult (Hamburg University of Technology) Norge AS), MR. SIGMUND BREKKE LANGELID (Cautus GEO AS)

17:30 Small strain stiffness within logarithmic Application of the Frozen and Unfrozen Soil Raked Piles for Abutment: The benefits of Investigation on the rotational bedding of contractancy model for structured anisotropic model to modelling effects of freeze-thaw on Driven Precast Concrete Piles for Low Carbon king piles on the basis of model tests clay low-volume roads Infrastructure MR. JANNIK BEUSSE DR. SIVASITHAMPARAM NALLATHAMBY MR. MIKKO TUOHINO (Ramboll Finland Oy) MR. KEVIN HAGUE (Technisch Universität Hamburg) (Norwegian Geotechnical Institute) (Aarsleff Ground Engineering Ltd)

17:45 The effect of stress path on the dilatation Improving trafficability on thawing Analytical solution for two-phase flow of silica angle of soils roads sol grouting in homogeneous fractures DR. MIRVA KOSKINEN (City of Helsinki) DR. SEPPO SAARELAINEN DR. LIANGCHAO ZOU (Aalto University/Tmi Roussa) (KTH Royal Institute of Technology, Stockholm, Sweden) 18:15 CLOSING OF NGM & BSGC 2020 Chaired by: Leena Korkiala-Tanttu & Juho Mansikkamäki Stage: Stream 1