Lars Bo Ibsen

Publikationer

Publikationer pr. år 1987 2010 2011 2012 2013 2014 2015 2024

• 150 Rapport
• 138 Konferenceartikel i proceeding
• 77 Tidsskriftartikel
• 35 Bidrag til bog/antologi
• 74 Mere
  • 29 Bog
  • 16 Konferenceabstrakt i proceeding
  • 14 Poster
  • 6 Patent
  • 4 Konferenceabstrakt til konference
  • 2 Paper uden forlag/tidsskrift
  • 1 Bidrag til rapport
  • 1 Konferenceartikel i tidsskrift
  • 1 Ph.d.-afhandling

Publikationer pr. år

Publikationer pr. år

Søgeresultater

• 2020

  Estimating the bearing capacity and initial stiffness of suction bucket foundations for jacket structures

  Grecu, S. & Ibsen, L. B., 2020, Aalborg: Department of Civil Engineering, Aalborg University. 24 s. (DCE Contract Reports; Nr. 211).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

• Formulation of t-z curves for suction buckets based on finite element modelling

  Grecu, S., Ibsen, L. B. & Barari, A., 2020, Aalborg: Department of Civil Engineering, Aalborg University. 36 s. (DCE Contract Reports; Nr. 210).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

• Installation of multi-legged jacket structure on suction bucket foundations for +10MW offshore wind turbine

  Rodriguez, F. M. G. & Ibsen, L. B., 2020, Aalborg: Department of Civil Engineering, Aalborg University. 33 s. (DCE Contract Reports; Nr. 212).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

  • Offshore Wind Turbines 100%
  • Jacket Structure 100%
  • Multi-legged 100%
  • Full Scale 33%
  • Energy Technology 33%
• 2018

  The guessing game: Analysis of cyclic loaded foundation as a finite state transition system

  Sabaliauskas, T. & Ibsen, L. B., 2018, Aalborg: Department of Civil Engineering, Aalborg University. 29 s. (DCE Technical reports; Nr. 249).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  136 Downloads (Pure)
• 2017

  Determination of p-y Curves for Bucket Foundations in Silt and Sand Using Finite Element Modelling

  Vethanayagam, V. & Ibsen, L. B., 2017, Aalborg: Department of Civil Engineering, Aalborg University. 18 s. (DCE Technical Memorandum; Nr. 64).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Finite Element Modeling 100%
  • Sand 100%
  • Bucket Foundation 100%
  • Silt 100%
  • Slenderness Ratio 100%
  1039 Downloads (Pure)

• Determination of p-y Curves using Finite Element Modelling for Bucket Foundation in Undrained Soft and Medium Clay

  Hvidberg, M. B. & Ibsen, L. B., 2017, Aalborg: Department of Civil Engineering, Aalborg University. 12 s. (DCE Technical Memorandum; Nr. 65).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Bearing Capacity 100%
  • Finite Element Modeling 100%
  • Horizontal Displacement 50%
  • Offshore Wind Turbines 50%
  • Slenderness 50%
  248 Downloads (Pure)

• Improved PID control for triaxial testing liquefied specimen

  Sabaliauskas, T. & Ibsen, L. B., 2017, Aalborg: Department of Civil Engineering, Aalborg University. 11 s. (DCE Technical reports; Nr. 232).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Applied Load 100%
  • Axial Strain 100%
  • Improved PID 100%
  178 Downloads (Pure)

• Medium-scale Laboratory Installation of Suction Bucket Foundation in Sand: Results analysis

  Koteras, A. K. & Ibsen, L. B., 2017, Aalborg: Department of Civil Engineering, Aalborg University. 142 s. (DCE Contract Reports; Nr. 182).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

  • Test Result 100%
  • Laboratory Installation 100%
  • Main Part 50%
  • Test Procedure 50%
  • Design Method 50%

• The making of Andersen’s liquefaction chart

  Sabaliauskas, T. & Ibsen, L. B., 2017, Aalborg: Department of Civil Engineering, Aalborg University. 10 s. (DCE Technical Memorandum; Nr. 62).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Stress Amplitude 100%
  • Bearing Capacity 100%
  • Plastic Deformation 100%
  • Normalization Factor 50%
  258 Downloads (Pure)
• 2016

  Deinstallation of Monopile: Technical Documentation for deinstallation tests on a model pile

  Ibsen, L. B. & Koteras, A. K., 2016, Aalborg: Department of Civil Engineering, Aalborg University. 15 s. (DCE Contract Reports; Nr. 181).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Rådgivning

• Obtaining the Andersen's chart, triangulation algorithm

  Sabaliauskas, T. & Ibsen, L. B., 2016, Aalborg: Department of Civil Engineering, Aalborg University. 10 s. (DCE Technical Memorandum; Nr. 53).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Stress Amplitude 100%
  • Plastic Deformation 100%
  • Triangulation Algorithm 100%
  • Graphical Method 100%
  • Cyclic Soil Response 50%
  230 Downloads (Pure)

• Static capacity of laterally pre-cycled monopiles in dense sand

  Nicolai, G. & Ibsen, L. B., 2016, Aalborg: Department of Civil Engineering, Aalborg University. 17 s. (DCE Technical reports; Nr. 202).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

  • Dense Sand 100%
  • Lateral Loads 100%
  • Static Capacity 100%
  • Cyclic Lateral Loading 66%
  • Test Result 50%
  9 Downloads (Pure)

• Static Tension Tests on Axially Loaded Pile Segments in Sand

  Thomassen, K., Andersen, L. V. & Ibsen, L. B., 2016, Aalborg: Department of Civil Engineering, Aalborg University. 26 s. (DCE Technical reports; Nr. 206).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Test Result 100%
  • T-z Curves 100%
  • Static Tension Test 100%
  • Interface Friction 50%
  • Soil Pile 40%
  456 Downloads (Pure)

• Testing of Axially Loaded Bucket Foundation with Applied Overburden Pressure

  Vaitkunaite, E., Ibsen, L. B. & Nielsen, B. N., 2016, Aalborg: Department of Civil Engineering, Aalborg University. 30 s. (DCE Technical reports; Nr. 209).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Axial Loading 100%
  • Overburden Pressure 100%
  • Full Scale 50%
  • Cyclic Loading 50%
  • Axial Loading Test 25%
  266 Downloads (Pure)
• 2015

  DNU - Aarhus University Hospital, The Danish National Center for Particle Radiotherapy: advanced testing of oligocene and till clay - oedometer and blender tests

  Grønbech, G. L. & Ibsen, L. B., 2015, 2. udg. Aalborg: Department of Civil Engineering, Aalborg University. 64 s. (DCE Contract Reports; Nr. 161).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

  • Particle Radiotherapy 100%
  • Constant Rate of Strain Test 100%
  • Blender 100%
  • Radiotherapy 100%
  • Rates of Strain 100%

• Investigation of seepage around the bucket skirt during installation in sand: AAU CPT-based method for the installation of suction bucket

  Koteras, A. K. & Ibsen, L. B., 2015, Aalborg: Department of Civil Engineering, Aalborg University. 53 s. (DCE Technical Memorandum; Nr. 52).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Installation in Sand 100%
  • Pressure Factor 66%
  • Critical Pressure 50%
  • Critical Suction 33%
  • Soil Penetration 33%
  1056 Downloads (Pure)

• Test of Gravel to South Leg - Siri Platform

  Thomassen, K. & Ibsen, L. B., 2015, Aalborg: Department of Civil Engineering, Aalborg University. 143 s. (DCE Contract Reports; Nr. 175).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

  • Offshore Platform 100%
  • Grout 100%
  • Siri 100%
• 2014

  Bucket foundations: a literature review

  Foglia, A. & Ibsen, L. B., 2014, Aalborg: Department of Civil Engineering, Aalborg University. 37 s. (DCE Technical reports; Nr. 176).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Offshore Wind Turbines 100%
  • Bearing Behavior 50%
  2012 Downloads (Pure)

• Investigations on macro-element modelling of bucket foundations for offshore wind turbines

  Foglia, A., Govoni, L., Gottardi, G. & Ibsen, L. B., 2014, Aalborg: Department of Civil Engineering, Aalborg University. 37 s. (DCE Technical Memorandum; Nr. 48).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Offshore Wind Turbines 100%
  • Cyclic Loading 100%
  • Macro-element Modelling 100%
  • Experimental Result 50%
  • Element Model 50%
  465 Downloads (Pure)

• Laboratory experiments of bucket foundations under cyclic loading

  Foglia, A. & Ibsen, L. B., 2014, Aalborg: Department of Civil Engineering, Aalborg University. 161 s. (DCE Technical reports; Nr. 177).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Bucket Foundation 100%
  • Cyclic Loading 100%
  • Lateral Cyclic Loading 50%
  • Test Procedure 50%
  416 Downloads (Pure)

• Laboratory Setup for Vertically Loaded Suction Caisson Foundation in Sand and Validation of Responses

  Manzotti, E., Vaitkunaite, E. & Ibsen, L. B., 2014, Aalborg: Department of Civil Engineering, Aalborg University. 26 s. (DCE Technical Memorandum; Nr. 41).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Suction Caisson 100%
  • Wind Turbine 100%
  • Newmark-β Method 66%
  • Offshore Wind Turbines 50%
  • Test Result 50%
  586 Downloads (Pure)

• Monopod bucket foundations under cyclic lateral loading

  Foglia, A. & Ibsen, L. B., 2014, Aalborg: Department of Civil Engineering, Aalborg University. 16 s. (DCE Technical Memorandum; Nr. 49).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Lateral Loads 100%
  • Cyclic Loading 100%
  • Offshore Wind Turbines 50%
  • Experimental Result 50%
  • Empirical Model 50%
  1042 Downloads (Pure)

• Observations during static and cyclic undrained loading of dense Aalborg University sand no. 1

  Sabaliauskas, T., Diaz, A. T., Ibsen, L. B. & Nielsen, S. D., 2014, Aalborg: Department of Civil Engineering, Aalborg University. 29 s. (DCE Technical Memorandum; Nr. 43).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Cyclic Loading 100%
  • Undrained Loading 100%
  • Dense Sand 66%
  • Friction Angle 66%
  • Stress Path 33%
  355 Downloads (Pure)

• Present knowledge about Laboratory Testing of Axial Loading on Suction Caissons

  Manzotti, E., Vaitkunaite, E. & Ibsen, L. B., 2014, Aalborg: Department of Civil Engineering, Aalborg University. 21 s. (DCE Technical Memorandum; Nr. 42).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Suction Caisson 100%
  • Axial Loading 100%
  • Offshore Wind Turbines 33%
  • Overturning Moment 33%
  • Related Mechanism 33%
  411 Downloads (Pure)

• Response of a stiff monopile for a long-term cyclic loading

  Lada, A., Gres, S., Nicolai, G. & Ibsen, L. B., jun. 2014, Aalborg: Department of Civil Engineering, Aalborg University. 18 s. (DCE Technical Memorandum; Nr. 45).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning › peer review

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  • Cyclic Loading 100%
  • Soil Displacement 100%
  • Scale Test 50%
  • Soil Pile 50%
  • Cyclic Loads 50%
  537 Downloads (Pure)

• The behaviour of the stiff monopile foundation subjected to the lateral loads

  Lada, A., Ibsen, L. B. & Nicolai, G., 2014, Aalborg: Department of Civil Engineering, Aalborg University. 14 s. (DCE Technical Memorandum; Nr. 47).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning › peer review

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  • Monopile Foundation 100%
  • Lateral Load 100%
  • Lateral Loads 100%
  • Numerical Model 50%
  • Offshore Wind Turbine 50%
  634 Downloads (Pure)

• The stiffness change and the increase in the ultimate capacity for a stiff pile resulting from a cyclic loading

  Lada, A., Ibsen, L. B. & Nicolai, G., jun. 2014, Aalborg: Department of Civil Engineering, Aalborg University. 13 s. (DCE Technical Memorandum; Nr. 46).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning › peer review

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  • Cyclic Loading 100%
  • Experimental Result 33%
  • Scale Test 33%
  • Future Design 33%
  • Pile Capacity 33%
  348 Downloads (Pure)
• 2013

  A Literature Study on the Effects of Cyclic Lateral Loading of Monopiles in Cohesionless Soils

  L. Rasmussen, K., Hansen, M., Kirk Wolf, T., Ibsen, L. B. & Roesen, H. R., jun. 2013, Aalborg: Department of Civil Engineering, Aalborg University. 9 s. (DCE Technical Memorandum; Nr. 025).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Soil Pile 100%
  • Pile System 100%
  • Lateral Loads 100%
  • Cohesionless Soil 100%
  • Offshore Wind Turbines 50%
  1424 Downloads (Pure)

• Assessment of p-y Curves from Numerical Methods for a non-Slender Monopile in Cohesionless Soil

  Wolf, T. K., Rasmussen, K. L., Hansen, M., Roesen, H. R. & Ibsen, L. B., 2013, Aalborg: Department of Civil Engineering, Aalborg University. 13 s. (DCE Technical Memorandum; Nr. 024).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Numerical Methods 100%
  • Cohesionless Soil 100%
  • Lateral Load 100%
  • Lateral Loads 100%
  • Offshore Wind Turbine 50%
  3603 Downloads (Pure)

• Determination of p-y Curves for Bucket Foundations in Sand Using Finite Element Modeling

  Knudsen, B. S., Østergaard, M. U., Ibsen, L. B. & Clausen, J., 2013, Aalborg: Department of Civil Engineering, Aalborg University. 16 s. (DCE Technical Memorandum; Nr. 31).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Soil Pressure 100%
  • Finite Element Modeling 100%
  • Analytical Method 100%
  • Finite Element Methods 50%
  • Offshore Wind Turbines 33%
  892 Downloads (Pure)

• Physical Modelling of Cyclic Laterally Loaded Pile in Cohesionless Soil

  Hansen, M., Wolf, T. K., Rasmussen, K. L., Roesen, H. R. & Ibsen, L. B., 2013, Department of Civil Engineering, Aalborg University. 14 s. (DCE Technical Memorandum; Nr. 026).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  1246 Downloads (Pure)

• Small-scale Testing of Bucket Foundations in Sand

  Knudsen, B. S., Østergaard, M. U. & Ibsen, L. B., 2013, Aalborg: Department of Civil Engineering, Aalborg University. 18 s. (DCE Technical Memorandum; Nr. 33).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Real Life 100%
  • Scale Test 100%
  • Research Subject 100%
  • Offshore Foundation 100%
  • Wind Turbine 100%
  407 Downloads (Pure)
• 2012

  Behaviour of Cohesionless Soils During Cyclic Loading

  Shajarati, A., Sørensen, K. W., Nielsen, S. K. & Ibsen, L. B., 2012, Aalborg: Department of Civil Engineering, Aalborg University. 11 s. (DCE Technical Memorandum; Nr. 14).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Cohesionless Soil 100%
  • Cyclic Loading 100%
  • Offshore Wind Turbine Foundation 33%
  • Offshore Wind Turbines 33%
  • Relative Density 16%
  5598 Downloads (Pure)

• Behaviour of Dense Frederikshavn Sand During Cyclic Loading

  Nielsen, S. K., Shajarati, A., Sørensen, K. W. & Ibsen, L. B., 2012, Aalborg: Department of Civil Engineering, Aalborg University. 12 s. (DCE Technical Memorandum; Nr. 15).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Cyclic Loading 100%
  • Stress Path 50%
  • Stress Level 50%
  • Stress State 50%
  • Pressure Stress 50%
  1121 Downloads (Pure)

• Comparison of Calculation Models for Bucket Foundation in Sand

  Vaitkunaite, E., Molina, S. D. & Ibsen, L. B., 2012, Aalborg: Department of Civil Engineering, Aalborg University. 12 s. (DCE Technical Memorandum; Nr. 17).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Bearing Capacity 100%
  • Finite Element Modeling 100%
  • PLAXIS 3D 100%
  • Limit State 50%
  • Preliminary Design 50%
  1309 Downloads (Pure)

• Concept Study of Foundation Systems for Wave Energy Converters

  Molina, S. D., Vaitkunaite, E. & Ibsen, L. B., 2012, Aalborg: Department of Civil Engineering, Aalborg University. 13 s. (DCE Technical Memorandum; Nr. 18).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Wave Energy Converter 100%
  • Foundation System 100%
  • Concept Study 100%
  • Power Converter 100%
  • Wave Energy 100%
  638 Downloads (Pure)

• Manual for Cyclic Triaxial Test

  Shajarati, A., Sørensen, K. W., Nielsen, S. K. & Ibsen, L. B., 2012, Aalborg: Department of Civil Engineering, Aalborg University. 48 s. (DCE Technical reports; Nr. 114).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Formidling

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  • Cyclic Triaxial Test 100%
  • Test Sample 66%
  • Ability to Apply 33%
  • Load Sequence 33%
  • Cyclic Dynamics 33%
  13320 Downloads (Pure)

• Wave Forces on Transition Pieces for Bucket Foundations for Offshore Wind Turbines

  Nezhentseva, A., Andersen, T. L., Andersen, L. V. & Ibsen, L. B., 2012, Aalborg: Department of Civil Engineering, Aalborg University. 38 s. (DCE Technical Memorandum; Nr. 28).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Offshore Wind Turbines 100%
  • Wave Loading 75%
  • Deeper Water Depth 50%
  • Monopile Foundation 25%
  • Acting Load 25%
  2326 Downloads (Pure)
• 2011

  Field Cone Penetration Tests with Various Penetration Rates - Test Results

  Poulsen, R., Nielsen, B. N. & Ibsen, L. B., 2011, Aalborg: Department of Civil Engineering, Aalborg University. 55 s. (DCE Technical reports; Nr. 123).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning › peer review

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  • Silty Soil 100%
  • Cone Penetration Test 100%
  • Rate Test 100%
  • Soil Property 50%
  • Stratigraphy 50%
  1333 Downloads (Pure)

• Small-Scale Cyclic Tests on Nonslender Piles Situated in Sand: test results

  Sørensen, S. P. H. & Ibsen, L. B., 2011, Aalborg: Department of Civil Engineering, Aalborg University. 80 s. (DCE Technical reports; Nr. 118).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Test Result 100%
  • Cyclic Loading 100%
  • Cyclic Test 100%
  • Load Cycle 50%
  • Pile Foundations 50%
  1377 Downloads (Pure)

• Small-Scale Quasi-Static Tests on Non-Slender Piles Situated in Sand

  Sørensen, S. P. H. & Ibsen, L. B., 2011, Aalborg: Department of Civil Engineering, Aalborg University. 206 s. (DCE Technical reports; Nr. 112).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning › peer review

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  • Pile Foundations 100%
  • Scale Test 100%
  • Pile Diameter 100%
  • Pressure Tank 100%
  • Quasistatic Test 100%
  1712 Downloads (Pure)

• SWEEP Project RAT: Geotechnical Analyses Stage 2

  Ibsen, L. B., Madsen, S., Roesen, H. R. & Thomassen, K., 2011, Aalborg: Department of Civil Engineering, Aalborg University. 267 s. (DCE Contract Reports; Nr. 107).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

  • Soil Profile 100%
  • Netherlands 50%
  • Geotechnical Design 50%
  • Derived Design 50%
• 2010

  Chloride concentration and pHs influence on the Atterberg limits of Søvind Marl

  Grønbech, G., Nielsen, B. N. & Ibsen, L. B., 2010, Aalborg: Department of Civil Engineering, Aalborg University. 14 s. (DCE Technical reports; Nr. 88).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Atterberg Limits 100%
  • Atterberg Limit 100%
  • Deionized Water 80%
  • Saline Solution 80%
  • Liquid Limit 40%
  1845 Downloads (Pure)

• Comparison of Plasticity Index of Søvind Marl found by use of Casagrande Cup, Fall Cone apparatus and Loss on Ignition

  Grønbech, G., Nielsen, B. N. & Ibsen, L. B., 2010, Aalborg: Department of Civil Engineering, Aalborg University. 14 s. (DCE Technical reports; Nr. 87).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Loss-on-ignition 100%
  • Plasticity Index 100%
  • Fall Cone 100%
  • Casagrande Cup 100%
  • Marl 100%
  3492 Downloads (Pure)

• Determination of the deformation properties of Søvind Marl

  Grønbech, G., Nielsen, B. N. & Ibsen, L. B., 2010, Aalborg: Department of Civil Engineering, Aalborg University. 18 s. (DCE Technical reports; Nr. 89).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Deformation Property 100%
  • Stress Level 100%
  • Effective Stress 100%
  • Plasticity Index 50%
  • Fissure 33%
  1573 Downloads (Pure)

• Evaluation of Small-Scale Laterally Loaded Non-Slender Monopiles in Sand

  Roesen, H. R., Thomassen, K., Sørensen, S. P. H. & Ibsen, L. B., 2010, Aalborg: Department of Civil Engineering, Aalborg University. 18 s. (DCE Technical reports; Nr. 91).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning › peer review

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  • Sand 100%
  • Laterally Loaded 100%
  • Pile Length 100%
  • Pile Diameter 100%
  • Small-scale Test 66%
  514 Downloads (Pure)

• Konsoliderings- og svelleforsøg: P-Hus, Trøjborg, Århus

  Poulsen, R. & Ibsen, L. B., 2010, Aalborg: Department of Civil Engineering, Aalborg University. 10 s. (DCE Contract Reports; Nr. 91).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

• Small-Scale Testing of Laterally Loaded Non-Slender Monopiles in Sand

  Thomassen, K., Roesen, H. R., Ibsen, L. B. & Sørensen, S. P. H., 2010, Aalborg: Department of Civil Engineering, Aalborg University. 18 s. (DCE Technical reports; Nr. 90).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning › peer review

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  • Static Test 100%
  • Laboratory Scale 100%
  • Load Test 100%
  • Soil Surface 100%
  • Scale Effect 100%
  797 Downloads (Pure)

• SWEEP Project RAT: Geotechnical Analyses Stage 1

  Ibsen, L. B., Madsen, S., Petersen, L. B., Roesen, H. R., Sørensen, S. P. H. & Thomassen, K., 2010, Aalborg: Department of Civil Engineering, Aalborg University. 293 s. (DCE Contract Reports; Nr. 106).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

  • Suction Caisson 100%
  • Design Analysis 100%
  • Geotechnical Analysis 100%
• 2009

  Evaluation of Load-Displacement Relationships for Non-Slender Monopiles in Sand

  Sørensen, S. P. H., Møller, M., Brødbæk, K. T., Augustesen, A. H. & Ibsen, L. B., 2009, Aalborg: Department of Civil Engineering, Aalborg University. 21 s. (DCE Technical reports; Nr. 79).

  Publikation: Bog/antologi/afhandling/rapport › Rapport › Forskning

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  • Pile Diameter 100%
  • Displacement Relationship 100%
  • Lateral Loads 75%
  • Initial Stiffness 50%
  • Offshore Wind Turbines 25%
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