Articles

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

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

Earth Pressure from the Nearby Buildings on Sheet Pile Walls
Hans Denver; Lindita Kellezi, GEO

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

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

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

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

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