Accepted abstracts

A list of accepted abstracts can be found below
 

Accepted Scientific

  • : Train loads on embankments and retaining walls – Compatibility between Danish load models, Euro-codes and TSI
  • 3D finite element analyses of the Skjeggestad landslide, parameter selection and rehabilitation
  • A hypoplastic axial-load transfer model for piles considering state-variables
  • A management tool to reduce the risk of damage caused by geotechnical groundworks
  • A new earth reinforcement by “panel and nail” for slope protection in cold region
  • A novel geophysical approach to the 2D profiling of peat strength
  • A PROPOSED NEW METHOD FOR  PILE  CONSTRUCTION  PART I : THEORETICAL APPROACH
  • A user-controlled particle clone method
  • Adaptations to a triaxial equipment for testing mine tailings
  • Advances in Quality Control Methods for Bored Pile and Diaphragm Wall Foundations with Case Histories
  • Advantages and challenges of advanced slope stability analyses
  • Airborne geophysical investigations for landslide risk investigation along the Ångerman River, central Sweden
  • An application of solid carbon dioxide ground freezing during renewal of TBM cutting tools
  • Analysis of high resolution imagery and DSM generation for space science department using UAV-quadcopter
  • ANALYSIS OF STRESS PATHS AROUND PRESSUREMETER PROBE  FOR A SATURATED CLAYS
  • Analysis on technological features of the pile foundations in permafrost and seasonal soils.
  • Analytical solution for two-phase flow of silica sol grouting in homogeneous fractures
  • Anchoring of a retaining structure with glass fibre strand anchors
  • Angular distortion predictions for buildings on frictional soil using same safety factor for ground pressure in ULS and SLS
  • Application of the Frozen and Unfrozen Soil model to modelling effects of freeze-thaw on low-volume roads
  • Applications of Lightweight Aggregate Fills in Railway Construction
  • Appraisal of groundwater potential zonation of Ravi river basin using geospatial technologies: Example from Lahore-Pakistan
  • Appraisal of Polynomial Trend Surfaces (PTSs) for neotectonic geohazard demarcation: Highlights from Nanga Parbat Syntaxis (NPS) in Northern Pakistan
  • Assessing the impact of underground construction activities on adjacent structures in light of the Eurocodes
  • Assessment of flood risk in urban floods using HEC RAS 2D
  • Assessment of soil stabilisation using electrical resistivity tomography (ASSERT)
  • Assessment of the mineral composition of heaving soils using some geotechnical properties
  • Bearing capacity and distribution of shaft resistance of bored piles installed in Copenhagen Limestone
  • Bearing Capacity of Foundations on Rock Slopes Intersected by Non-Persistent Discontinuity
  • BegrensSkade II – REMEDY – Risk Reduction of Groundwork Damage
  • BEHAVIOUR OF CLOSELY SPACED FOOTINGS RESTING ON PRESTRESSED REINFORCED GRANULAR BED
  • BEHAVIOUR OF FOOTING RESTING ON REINFORCED GRANULAR BED OVERLYING WEAK SOIL WITH VOID
  • Behaviour of Prestressed Encapsulated Geosynthetic Reinforced Soft Soil Foundation of Embankments
  • Case study of pullout piles connected with cap
  • Change of soil properties in active zone of swelling.
  • Characterization and assessment of crushed limestone powder and its environmental applications
  • Characterization in one-dimensional compression of a Danish Paleogene Clay
  • Characterization of Norwegian peat: database
  • City planning of Hermanninranta - combination of geotechnics, contaminations and climate change
  • Clay content determination with Hydrometer and Laser Diffraction Method
  • Comparative Analysis of the Seismic Response Considering the Approaches of Time Domain and Frequency Domain. Case Study: La Punta District, Lima
  • Comparison of different interpretation methods for preconsolidation stress on clay with pre-applied stress
  • Comparison of different MASW transformation techniques using field data
  • Comparison of semi-analytical approaches for including effect of torque into the bearing capacity of shallow foundations
  • Construction experience and the prospects of borehole underground cavities application in permafrost
  • Correlation between CBR value and effective strength parameters for engineered fills
  • CPTU results at a silt test site in Norway: effect of cone penetrometer type
  • CPTU-based settlement modelling for Kujala test embankments on silty clay subsoil: A probabilistic approach
  • CRS unloading: Evaluation of test conditions and methodology based on results from a high plasticity Paleogene clay
  • Deep compaction of crushed concrete fill, full-scale test at Jätkäsaari, Helsinki
  • Design and dimensioning of closed-ended steel piles in moraine ground
  • DETECTION OF DEFECTS IN BORED PILES BY NON-DESTRUCTIVE METHODS ON LRT CONSTRUCTION SITE
  • Determining the subgrade reaction modulus. Mathematical approach on case study.
  • DEVELOP A CONCEPTUAL DATA MODEL OF GEOTECHNICAL RISK ASSESSMENT IN UNDERGROUND COAL MINING USING A  CLOUD-BASED MACHINE LEARNING PLATFORM
  • Developments in the field of removable anchors
  • DNU. The New Universitu Hospital at Aarhus
  • Do the standards need modifications? A proposal for geotechnical stability safety factor of breakwater
  • Dualism of geology and geotechnical engineering: sustainable decision making between municipal drinking water abstraction security and urban land reclamation in Tampere, Finland
  • Dynamic Analysis on High Speed Train Induced Vibration on Mechanically Stabilized Wall
  • DYNAMIC BEHAVIOR OF PILE-SUPPORTED STRUCTURES INSTALLED THE BATTER PILE BY CENTRIFUGE MODEL TESTS
  • Effect of Cement Dust on Engineering Properties of Silty Sand Soils
  • Effect of crude oil contaminated soil on the geotechnical behavior of bridge piles foundation
  • Effect of de-icing salt as winter maintenance for corrosion of steel piles on bridges
  • Effect of Preloading on Long-Term Settlement of Closed Landfills:  A Numerical Analysis
  • Effect of spatial variability of soil properties on permanent seismic displacements of slopes with uniform load
  • Effect of stoppages on the shear strength of lubricated sand-concrete interfaces: direct shear tests
  • Effect of Strength Anisotropy on the Stability of Natural Slopes
  • Effects of soil structure and anisotropy on undrained shear strength increase under embankments on sensitive clays
  • Efficient Numerical Modelling Software Application in the Construction on Permafrost Soil in the Russian Federation
  • Electric resistivity and seismic refraction tomography survey in fresh and brackish water
  • Emission reduction through preconstruction and utilization of alternative materials in infra construction projects
  • Engineering-geological and geoecological assessment of the section of the traffic intersection of the western high-speed diameter in the area of Vasilyevsky Island of St. Petersburg
  • Enhanced interpretation of soil-rock sounding logs by digital signal processing
  • Environmental and geotechnical behaviour of mass deep stabilised peat, case Honkasuo
  • Estimating changes in rock fall activity associated with a changing climate
  • Estimating pile length uncertainty with Kriging
  • Estimating the compressibility of soft clays using adaptive neuro-fuzzy inference system (ANFIS)
  • Estimation of uplift capacity for skirted shallow foundations
  • Eurocode 7 – an updated framework to ensure reliable geotechnical solutions
  • Evaluation Jetty side support system stability
  • Evaluation of dynamic pile behavior in liquefiable soil deposit using dynamic model tests
  • Evaluation of Geosynthetic-Reinforcement Benefits in Low Volume Flexible Pavement
  • Evaluation of model performance in unloading of a Danish high plasticity Paleogene clay using commercially available constitutive models
  • Evaluation of the axial stiffness of a micropile
  • EVALUATION OF THE SHRINKAGE AND DESICCATION CRACK PROPAGATION PATERNS IN CLAYS
  • Evaluation of urban storm water management through high resolution remote sensing and multi-source data in Lahore megapolitan Pakistan.
  • Experience from short- and long-term performance of deep excavations in soft sensitive clays
  • Experiences of alternative materials in road structures
  • Experimental analysis of the improvement of expansive clays with temperature increases
  • Experimental evaluation of time effect on swelling pressure in high plasticity clay
  • Extent of geotechnical site investigations for buildings in Estonia
  • Finite element modeling of Horizontally Loaded large diameter Monopile foundations in sand for offshore wind turbines
  • Finite element modeling of Horizontally Loaded large diameter Monopile foundations in sand for offshore wind turbines
  • Formulation of new stress-dilatancy relations for the modelling of rocks and rock masses
  • Foundation Solution for Large Tank Structures in Deep Clay Deposits: Case Study of a 40m Diameter Storage Tank Supported by Stone Column Reinforced Ground in an East Coast Port Site of India
  • Foundations for light structures
  • Frost monitoring of the Finnish road network
  • Frost protection of roads and railways
  • Full-scale field-testing of lime-cement columns in a very sensitive clay
  • Full-scale static compression pile load test in sand with post installation pre-stressing to engage toe resistance
  • Geoelectric 3D survey for mapping of soil depth and variation in rock quality at Vinsta, Bypass Stockholm
  • Geo-environmental aspects of the ''Monkey Cheek'' flood control concept
  • Geological and geotechnical aspects on the construction procedures of Aburrá Oriente – Túnel de Oriente Road Connection: Case study
  • Geophysical and geotechnical characterization of landslides in Djimla region, Jijel (northeast Algeria) - a multi-step approach
  • Geotechnical and Geological characterization of quick and sensitive clay at Moss, Norway
  • Geotechnical Characterization and Applications of Riyadh Metro TBM Excavated Material
  • Geotechnical design of pile foundation taking into account uneven loads from the building and developed underground space
  • Geotechnical Properties of Tropical Peatland from Hand Cone Penetrometer, Resistivity, and Dokenbo Test
  • GEOTECHNICAL STATIC  PARAMETERS  IN  SATURATED  SANDS  SPT  BASED
  • Gravity walls - recommended practice?
  • Handbook - Using alternative materials in road structures
  • Human-induced Landslide Risk Analysis at Durhasanlı Reservoir Site
  • IMPACT OF CLIMATE CHANGE ON LANDSLIDES OF MOROCCAN ATLAS MOUNTAINS  Expertise and Stabilization Methodology
  • Important factors for soil stabilisation of fine-grained soils in cold environment by using hydraulic binders
  • Improving trafficability on thawing gravel roads
  • Influence of construction fence of deep excavation of the large sizes on changes of mechanical and strength characteristics of the  soils basis
  • Innovation, Disruption, and Opportunity in Reinforced Soil Structures
  • InSAR monitoring data to assess building response to deep excavations
  • In-situ ballast condition determination by tamping machine integrated measurement system
  • In-situ investigation of the load transfer mechanism and residual deformations of geosynthetic-reinforced pile-supported embankments
  • Inspection of open-pit mine drainage characteristics with a horizontal borehole camera
  • Installation of a heavy king pile using driving guidance
  • Interpretation of undrained shear strength from CPT based on SHANSEP
  • Investigation of frost heaves due to artificial ground freezing in tunnel construction
  • Investigation of mechanical behaviors of jointed rock slope in different dip angles under seismic loading using Discontinuous Deformation Analysis (DDA)
  • Investigation of Seismic Behavior of Shallow Tunnel Using Nonlinear Kinematic Hardening Model
  • Investigation on the rotational bedding of king piles on the basis of model tests
  • Investigations into stabilized structures with the use of waste foundry sand
  • Investigations of Soil Plugging in Open-Ended Piles with Respect to the Long-Term Behaviour of the Plug
  • Investigations on load-bearing behavior of soil nailing combined with flexible facing for slope stabalization
  • Laboratory and field investigation of cement-stabilized organic soil for establishing a water retaining structure near a flood-prone area
  • Laboratory evaluation of electrokinetic dewatering of dredged marine sediment as an option for climate change adaption
  • Large deformation failure analysis of slopes using the smoothed particle finite element method
  • Life cycle assessment and life cycle cost analysis for geotechnical engineering: review and research gaps
  • Limit analysis of the bearing capacity of surface strip - and circular footings on a layer of sand overlying clay.
  • Liquefaction evaluation of large pier foundations by undisturbed sampling method called GS sampling for coral pebble mixed soil
  • Liquefaction of silty sands: influence of low fines content
  • Liquefaction susceptibility mapping in the Kathmandu Valley, Nepal
  • Load-resistance duality and case-specific sensitivities resolved in reliability-based design
  • Logistic Regression Models to Predict the Probability of High Pile Rebound using SPT or CPT data
  • Long-term settlements in geotechnical conditions of Saint-Petersburg: in situ monitoring and analysis
  • Lowering the water table in granite residual soils: experiences from metro do Porto
  • Mass Stabilization of Contaminated Soft Sediments in Port of Hamburg, Germany
  • Measurement uncertainty of the fall cone (FC) test
  • Model study of screw pile installation impact on ground disturbance and vertical bearing behaviour in dense sand
  • Modelling the railway induced ground vibrations in soft soil areas of Western Finland
  • Models for predicting the suction of heaving compacted soils using geotechnical properties
  • Monitoring of supported excavation and comparison of the results against beam-spring model calculations
  • Multi-Method Landslide Susceptibility and Hazard Assessment
  • Multivariate geostatistical methods to conceive 3D litho-technical subsoil models for urban planning activities
  • New Hospital in Nordsjælland.
  • Nonlinear elasticity within logarithmic contractancy model for structured anisotropic clay
  • Normal pressure of anisotropic non-coherent medium on parallel rigid walls
  • Numerical analysis of deformation rate in embankments on soft sensitive clays
  • Numerical analysis of reinforced embankment
  • Numerical Analysis of the Future Climate Effect on Slope Stability
  • Numerical and analytical modelling of pore pressure generation and dissipation around driven piles and CPTUs in soft cohesive soils
  • Numerical modeling of seismic performance for major geotechnical structures in airport under liquefiable ground condition
  • Numerical modelling of distinct ice lenses in frost heave
  • Numerical study of application of the soil nailing technique
  • Observations and Analyses of Sheet pile Installation test Drive using Vibro- and Impact hammer for a new Biofuel Power Plant
  • Observations from pre-installed reverse sounding tests (FOPs) on lime cement columns at the Klett site
  • On the the uniqueness of the critical state line
  • Optic fiber to aid seismic measurements in geotechnical investigations – a test of resolution capability
  • Optimization of UCS testing of limestone rock
  • Organic Clay Detection Using CPT
  • Penetration of driven piles into pre-crushed blasted rock: Case Jätkäsaari
  • Performance of the Pagani piezocone in a soft clay deposit
  • Performance of three-tiered geogrid reinforced soil wall with modular concrete facing block: a case study
  • Permanent sheet pile walls in complex soil conditions – Surveillance, monitoring and safety
  • Permanent uplift anchors in Copenhagen Limestone
  • Physical modelling of a subsurface Geomembrane energy storage system
  • PHYSICAL, DEFORMATION AND STIFFNESS PROPERTIES OF RECYCLED CONCRETE AGGREGATE
  • Piles stiffened with deep mixing columns as a remedial measure against buckling of piles in liquefiable deposit
  • PMT  SOME  INSIGHTS
  • Pore pressure generation characteristics with mid-plane pore pressure transducer use in cohesive clays subjected to cyclic loading
  • Prediction of jet grouting diameter in Swedish soil conditions
  • Progressive failure mechanism of railway embankment studied with S-CLAY1S effective stress model
  • Quick-clay landslide mitigation using potassium-chloride wells: Installation procedures and effects
  • Railway at Svendborg
  • Railway embankment behaviour due to increased axle loads - A numerical study
  • Railway Infrastructure in Kolarctic Region
  • Random sampling of geosynthetics in Finland
  • Recycling of concrete from demolished bridges and other engineered structures
  • Reliability of a bridge abutment considering spatial variability of soil properties
  • RESPONSE OF A TRANSVERSELY ISOTROPIC SOIL MEDIUM TO PILE VIBRATION
  • Role of Geotechnical Engineering in BIM process modelling
  • Seismic interactions between adjacent and crossing bridges on deep foundations in nonlinear soil
  • Seismic Response of Reinforced Earth Wall
  • Sensitivity analysis of the Swedish pavement design approach for mitigation of frost damages
  • Shaft friction from the DMT and direct shear interface tests
  • Shear wave velocity as a tool for characterising engineering properties of Nordic clays
  • Significance of optimum cement content and compaction delay on strength characteristics of sulfate resistant cement treated expansive soil contaminated with sulfate
  • Skjeggestad landslide - Parameter selection, back-analysis and re-design of bridge pillar foundations
  • Small strain effects – geogrids contribution to serviceability for paved and unpaved roads on weak subsoil conditions
  • Soil improvement by Microbially Induced Calcite Precipitation (MICP): A review
  • Soil-structure interaction analysis in Saint-Petersburg design practice
  • Some geotechnical aspects of deep pit excavation under Moscow conditions
  • Spread footing foundations on quick clay stabilized with lime and cement
  • Stability and bearing capacity of contaminated sediment at the bottom of the Gunneklev fjord
  • Statistical evaluation of physical and index properties of Vistula Marshlands deltaic soft soils
  • Strains and stiffness of soft high-plastic clay measured in a triaxial test: comparison between external and DIC-measurements.
  • Strength and abrasivity of stones and boulders in Clay Till from the Copenhagen area
  • Strength and stiffness properties of Rockwool used as cloudburst reservoir under roads
  • Study on soil arching in the geosynthetic reinforced columns support embankment affected by strain of geosynthetic and embankment fill’s height
  • Studying the Effect of Underpass Construction on Bridge Existing Foundation
  • Suction Measurement in Frozen Soils using Pore Pressure Transducers
  • Swelling of fly ash as a transitional soil
  • Swell-shrink and hydraulic behaviour of compacted red soil-bentonite mixtures
  • TBM-spoil – characterization and assessment of potential utilization
  • TENSILE STRENGTH OF CEMENT TREATED CLAY
  • Testing sensitive clays through time and length scales
  • The design of geotechnical structures using numerical methods
  • THE EFFECT OF INPUT GROUND MOTION LOCATION ON DESIGN SPECTRUM IN A SEISMIC GROUND RESPONSE ANALYSIS PERFORMED FOR AN ALLUVIAL SITE
  • The effect of pile installation on the long-term axial pile bearing capacity of displacement piles in sensitive clay
  • The effect of shearing rate and plasticity on the residual strength of high-plasticity tertiary clays
  • The effect of stress path on the dilation angle of soil
  • The geotechnical characterisation and foundation design of the Fjord Link Frederikssund bridge in Denmark
  • The performance evaluation of landslide early warning systems
  • The research of the freezing and thawing process of the foundations with the use of season and cold producing devices
  • The strengthening of base apartment building by thin bore injection  piles
  • Thermo-hydro modelling of a generic deposition tunnel in a large-scale 3D model domain
  • Towards rigorous boundary value level sensitivity analyses using FEM
  • Transport infrastructure and geotechnical engineering: ELGIP position paper
  • TREATMENT OF A CLAYEY SOIL USING LIME AND A WASTE PRODUCT MATERIAL (SLAG)
  • Uncertainties in modelling undrained shear strength of clays using Critical State Soil Mechanics and SHANSEP
  • Undrained shear strength of soils with fine fraction content derived from compression and extension loading triaxial tests.
  • Use of a 3D stratigraphic model as tool for improved communication and risk assessment in large infrastructure projects
  • Use of Artifical Intelligence in forecasting drought within a flood defence
  • Use of asphalt in trackbed design
  • Use of construction and demolition waste (CDW) in clayey soil improvement: Laboratory evaluation
  • Using SHANSEP for verification of unreliable CPTU data in clays
  • UTILIZATION OF INDUSTRIAL BY-PRODUCTS IN GROUND IMPROVEMENT APPLICATIONS
  • Vibrations from driven concrete piles in layered soft soils close to a railway embankment
  • Wood fly ash stabilized road base layers with high recycled asphalt pavement content
     

 

Accepted Industry

  • 160 km piles in Olskroken, Gothenburg - Optimization and automation of pile design for bridge support in soft soil
  • A reflection on the capacity and service response of large diameter in-situ cast in-place bored piles installed in fractured, highly plastic Eocene clay at the port of Aarhus, Denmark.
  • Airborne geoscanning and efficient geotechnical ground investigation workflows: A road-building case study from Central Norway
  • Aquifer Thermal Energy Storage, ATES, used for district cooling in a new urban development in Hillerød, Denmark
  • Beitstadsund bridge - ice load and long steel piles
  • Benefits of full scale test road embankment as a part of alliance project – Case Main road No 12 Valtari alliance
  • BIM geotechnical
  • Bispevika – Developing a new district in Oslo harbor area, Mitigating horizontal forces in an area with challenging ground conditions
  • Calibration of CPTU with acoustic data to identify soil layering in Bjørnafjorden
  • Case Vilhonvuorenkatu, building a new street and tram connection through old Suvilahti gas plant site
  • Climate adaption measures of the Great Belt Link in Denmark to future-proof key national infrastructure asset
  • COMPOSITE UNDERPINNING SYSTEM IN HARSH WINTER CONDITIONS
  • Data Analysis and Prediction of Ground Vibrations due to Deep Vibro Techniques
  • Defining and deriving undrained shear strength for practical purposes
  • Design, Trial and Execution of Ground Improvement by Precast Rigid Inclusions, in a Case Study Project
  • Dynamic compaction of the Baltic basin silty Sand - quality assurance with CPT, DPM, DMT and PLT
  • Estimating shear wave velocity with the SCPTu and Bender element
  • Estimation of in situ small strain stiffness in stiff, Palaeogene clays
  • EU LIFE IP CIRCWASTE, case Sampaanala bay: coastal bay mass-stabilization with indstrial by-product-based binder mixtures
  • Eurocode EN1991 traffic load for geotechnical design
  • Evaluation of fast field vane tests in Denmark
  • Full geotechnical BIM – a must for urban areas
  • Geophysics for increased value of geotechnics in urban areas
  • GEOSYNTHETICS REINFORCED RETAINING STRUCTURE SYSTEM (GRS) WITH NATURAL STONE FACING
  • Geotechnical engineering education in 2020
  • Geotechnical risks in the construction of reinforced embankment
  • Ground investigations for new bridge crossing Mjøsa in Norway
  • How Deep Foundations for a 245-metre skyscraper were installed in hard rock and soft clay: Results from a ground engineering case study in Gothenburg, Sweden
  • Influence of displacements of the retaining wall in the assessment of tension forces on anchors
  • InterCity Østfold: Geotechnical models in a large transport project using AutoCAD Civil 3D
  • Large Scale Triaxial testing of Rockfill
  • Light foam glass, stable tree piles: A case study from a successful road re-construction project
  • LiTuWa-Light weight reinforced walls and steep slopes with geosynthetics
  • Lynetteholmen land reclamation – Multidisciplinary pre-investigations for project planning and design
  • Modelling Surface Uncertainty
  • New Munch Museeum in Oslo – Challenging foundation engineering & construction in complicated ground conditions
  • On the Long Term Behaviour of Geosynthetic Reinforced Embankments on the Soft Soils Based on Field Measurements and Numerical Studies
  • Optimisation of foundations for Highrise buildings in Gothenburg soft clay
  • Overcoming Geotechnical Modelling Challenges of a Unique Road Bridge Abutment Structure
  • Practical aspects of grouted soil anchorage — A case study on rehabilitation of a quay in Oslo, Norway
  • Raked Piles for Abutment: The benefits of Driven Precast Concrete Piles for Low Carbon Infrastructure
  • Reconsideration of the SHANSEP method for evaluation of undrained shear strength of clays
  • Risk management and risk acceptance regarding the stability of slopes: Case study
  • Stabilizing a quick clay slope in the city center of Trondheim, Norway
  • State-of-the-art and sustainable solutions for quay wall construction
  • Stormwater detention factors for a blue-green roof based on lightweight expanded clay aggregate (LECA) in Norway
  • Strength and deformation characterization of Norwegian organic cohesive soil (gyttja)
  • Subjective determination of the undrained shear strength in slope stability assessments
  • Supporting urban civil works using GeoGIS2020, a software demonstration with examples from recent projects in Copenhagen
  • Svanemøllen Cloudburst Tunnel – A system of tunnels for cloudburst discharge in Copenhagen, Denmark
  • Underground car parks: Design guidelines for steel solutions and Circular economy – Dutch experience