Udvalgte artikler

NGM2012 Cityringen investigations
Jesper Jimmy Furdal, GEO

NGM2012 Data Presentation in Offshore Geotechnical Site Investigations
Jens Galsgaard, GEO

NGM2012 Fehmarnbelt Fixed Link. Geotechnical Large Scale Testing
Reto Schreier - Nataša Katić - Peter Folsted, GEO
Anders Tovsig Schaarup Andersen - Søren Juel Christensen, Per Aarsleff A/S

NGM2012 Prediction of compression ratio for clays and organic soils
Jan Dannemand Andersen, GEO

NGM2012 The Arctic Circle
S. Granhøj, GEO

NGM2012 Three cases of heave
Nik Okkels, GEO

NGM2012 Time-dependent capacity of driven piles in high plasticity clay
K. K. Sørensen, GEO
N. Okkels, GEO

Design of Gravel Banks - A Way to Avoid Jack-Up Spudcan Punch-Through Type of Failure
Lindita Kellezi, GEO 
Henrik Stadsgaard, Maersk Drilling

Skirted Spudcan – Sheet Pile Wall Interaction during Jack-Up Rig Installation and Removal in a Harbour Area
Lindita Kellezi, GEO
G. Kudsk, Maersk Drilling

Earth Pressure from the Nearby Buildings in Sheet Pile Walls
Hans Denver og Lindita Kellezi, GEO

Mechanical properties of MSWI bottom ash in Denmark
P. Larsen, GEO

Dynamic Behavior of a Softer Layer Overlying Hard Soil / Bedrock and Vibration Reduction
Lindita Kellezi, GEO

Long-term Settlement Observations of a Bridge Foundation on Clay of Very High Plasticity
Nik Okkels, GEO

Dødishullernes geologi
Jens Galsgaard, GEO

Spudcan Penetration FE Simulation of Punch-Through for Sand over Clay
L. Kellezi, GEO
G. Kudsk, Maersk Drilling

Elastic and nonelastic deformation af greensand
Zakir Hossain; Ida Lykke Fabricius, Technical University ofDenmark
Helle Foged Christensen, GEO

Beregning af hævninger under antagelse af retlinjet dræning
Nik Okkels, GEO
Klaus Bødker, GEO/Ingeniørhøjskolen i Århus

Søvindmergel
Nik Okkels;Karsten Juul, GEO

Conefaktor i Søvindmergel, Septarialer og fedt moræneler
Nik Okkels; Marianne Bondo Hoff; Morten Rasmussen,GEO

Sikkerheden ved beregning af rammede betonpæles bæreevne i dansk moræneler
Poul Larsen; Ulla Schiellerup, GEO

Jack-up rig foundation design applying 3D FE structure - soil - interaction modelling
Lindita Kellezi, GEO; Gregers Kudsk, MaerskContractors, Denmark; Hugo Hofstede, Marine StructureConsultants (MSC), Netherlands

Skirted footings capacity for combined loads and layered soil conditions
Lindita Kellezi, GEO; Gregers Kudsk, MaerskContractors, Denmark; Hugo Hofstede, Marine StructureConsultants (MSC), Netherlands

Impact of the intermediate principal stress on rock strength: Polyaxial testing and numerical simulations
Helle Foged Christensen, GEO; Nils Kågeson Loe, BPEPTG, England; Bertold Plischke ISAMBEO Engineering GmbH;Germany; Ole Havmøller, Norsk Hydro, Norway;Morten Gjetting Stage, GEO

Application of overburden strenght and deformation properties derived from drill cutting Ip data
Nils Kågeson Loe, BP EPTH, England; Morten GjettingStage & Helle Foged Christensen, GEO; Ole Havmøller,Norsk Hydro, Norway

Seabed instability and 3D FE jack-up soil-structure interaction analysis
Lindita Kellezi, GEO;  Gregers Kudsk, MaerskContractors, Denmark; Hugo Hofstede, Marine StructureConsultants, Netherlands

Soil Anchors in clay till using post-grouting
Poul Larsen, GEO

Analytical and FE Modelling af Ground Vibration Transmission
H. Denver & Lindita Kellezi, GEO

FE skirted footings analyses for combined loads and layered soil profile
Lindita Kellezi & H. Denver, GEO; G. Kudsk& H. Stadsgaard, Maersk Contractors,Denmark

Dynamic FE Analysis of Ground Vibrations and Mitigration Measures for Stationary and Non-Stationary Transient Source
Lindita Kellezi, GEO

FE Modelling of Spudcan - Pipeline Interaction
Lindita Kellezi & P.B. Hansen, GEO; Gregers Kudsk,Maersk Contractors, Denmark

Jack-Up Footing Penetration and Fixity Analyses
Lindita Kellezi & P.B. Hansen, GEO; H.W.L.Hofstede, Marine Structure Consultants, TheNetherlands

Landslide FE Stability Analysis
Lindita Kellezi & P.B. Hansen, GEO; A. Allkja,Altea & Geostudio 2000, Albania

FEM analysis of jack-up spudcan penetration for multi-layered critical soil conditions
Lindita Kellezi & H. Stromann, GEO

Static and dynamic analysis of an offshore mono-pile windmill foundation
Lindita Kellezi & P.B. Hansen, GEO

Shear failure induced by waterflooding of a fractured chalk
Helle Foged Christensen & K. Hedegaard, GEO; C.Højer, DONG, Denmark

Up-scaling and stress dependency of permeability for soft fractured chalk
Helle Foged Christensen, GEO; M.M. Lykke & N.Foged, Technical University of Denmark

Dynamic transient analysis of a mono-pile windmill foundation
Lindita Kellezi & P.B. Hansen, GEO