Volumes | International Conference on Offshore Mechanics and Arctic Engineering | American Society of Mechanical Engineers Digital Collection

Topics: Ocean engineering , Shear strength , Wind farms , Soil , Shear (Mechanics) , Chalk , Die cutting , Friction , Pilings (Building) , Shearing (Deformation)

A Method for Predicting Six Degrees-of-Freedom Ultimate Limit State of Subsea Mudmats

Xiaowei Feng, Susan Gourvenec

OMAE 2014; V003T10A004https://doi.org/10.1115/OMAE2014-23206

Abstract

View Articletitled, A Method for Predicting Six Degrees-of-Freedom Ultimate Limit State of Subsea Mudmats

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Topics: Degrees of freedom , Ocean engineering , Load bearing capacity , Soil , Stress , American Petroleum Institute , Boundary-value problems , Design , Failure , Finite element analysis

Drift of Piles Subjected to Cyclic Lateral Loading From a Varying Direction: System vs. Soil Element Behavior

Christina Rudolph, Jürgen Grabe, Britta Bienen

OMAE 2014; V003T10A005https://doi.org/10.1115/OMAE2014-23212

Abstract

View Articletitled, Drift of Piles Subjected to Cyclic Lateral Loading From a Varying Direction: System vs. Soil Element Behavior

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Topics: Soil , Cycles , Modeling , Die cutting , Displacement , Ocean engineering , Rotation , Shear (Mechanics) , Shearing (Deformation) , Testing

Sustained Uplift of Skirted Foundation in Clay

Xiaojun Li, Yinghui Tian, Mark J. Cassidy, Christophe Gaudin

OMAE 2014; V003T10A006https://doi.org/10.1115/OMAE2014-23245

Abstract

View Articletitled, Sustained Uplift of Skirted Foundation in Clay

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Topics: Compression , Displacement , Load bearing capacity , Ocean engineering , Performance , Pressure , Stress , Suction , Testing

Group Effects of TLP Tendon Driven Piles in Normally Consolidated (NC) Clay

Jianchun Cao

OMAE 2014; V003T10A007https://doi.org/10.1115/OMAE2014-23326

Abstract

View Articletitled, Group Effects of TLP Tendon Driven Piles in Normally Consolidated (NC) Clay

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Topics: Tendons , Tension-leg platforms , Finite element analysis , Design

Mechanical Response of Two Carbonate Sediments From Australia’s North West Shelf

Barry M. Lehane, J. Antonio H. Carraro, Nathalie Boukpeti, Sarah Elkhatib

OMAE 2014; V003T10A008https://doi.org/10.1115/OMAE2014-23340

Abstract

View Articletitled, Mechanical Response of Two Carbonate Sediments From Australia’s North West Shelf

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Topics: Sediments , Soil , Density , Die cutting , Ocean engineering , Particulate matter , Sands , Shear (Mechanics) , Shearing (Deformation) , Textiles

Effect of Preloading on the Response of a Shallow Skirted Foundation

Cristina Vulpe, Susan Gourvenec

OMAE 2014; V003T10A009https://doi.org/10.1115/OMAE2014-23440

Abstract

View Articletitled, Effect of Preloading on the Response of a Shallow Skirted Foundation

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Topics: Design , Finite element analysis , Load bearing capacity

Continuous Characterisation of Near-Surface Soil Strength

Michael Cocjin, David White, Susan Gourvenec

OMAE 2014; V003T10A010https://doi.org/10.1115/OMAE2014-23469

Abstract

View Articletitled, Continuous Characterisation of Near-Surface Soil Strength

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Topics: Soil , Seabed , Shear strength , Stress

Numerical Simulation of Drag Anchor Installation by a Large Deformation Finite Element Technique

Yanbing Zhao, Haixiao Liu

OMAE 2014; V003T10A011https://doi.org/10.1115/OMAE2014-23476

Abstract

View Articletitled, Numerical Simulation of Drag Anchor Installation by a Large Deformation Finite Element Technique

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Topics: Computer simulation , Deformation , Drag (Fluid dynamics) , Finite element analysis , Soil , Simulation , Tension , Trajectories (Physics)

Strain Accumulation Procedure During Staged Cyclic Loading of Carbonate Sediments

Nathalie Boukpeti, Barry Lehane, J. Antonio H. Carraro

OMAE 2014; V003T10A012https://doi.org/10.1115/OMAE2014-23692

Abstract

View Articletitled, Strain Accumulation Procedure During Staged Cyclic Loading of Carbonate Sediments

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Topics: Sediments , Shear (Mechanics) , Shear stress , Soil , Design , Ocean engineering , Stress , Waves

Large Deformation FE Analyses of Cone Penetration in Single Layer Non-Homogeneous and Three-Layer Soft-Stiff-Soft Clays

Hongliang Ma, Mi Zhou, Yuxia Hu, Muhammad Shazzad Hossain

OMAE 2014; V003T10A013https://doi.org/10.1115/OMAE2014-23709

Abstract

View Articletitled, Large Deformation FE Analyses of Cone Penetration in Single Layer Non-Homogeneous and Three-Layer Soft-Stiff-Soft Clays

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Topics: Deformation , Finite element analysis , Load bearing capacity , Soil , Surface roughness , Design , Flow (Dynamics) , Offshore structures , Seabed , Water

Effect of Relative Density on P-Y Backbone Curves for Cyclic Lateral Load on Pile Foundations in Sandy Soil

Sung-Ha Baek, Joon-Young Kim, Seung-Hwan Lee, Choong-Ki Chung

OMAE 2014; V003T10A014https://doi.org/10.1115/OMAE2014-23718

Abstract

View Articletitled, Effect of Relative Density on P-Y Backbone Curves for Cyclic Lateral Load on Pile Foundations in Sandy Soil

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Topics: Density , Pilings (Building) , Soil , Stress , American Petroleum Institute , Aluminum , Deflection , Design , Offshore structures , Waves

Experimental Study on the Strain Softening Behavior of Plate Anchors in Clay Under Cyclic Loading

Long Yu, Qi Zhou, Jun Liu

OMAE 2014; V003T10A015https://doi.org/10.1115/OMAE2014-23736

Abstract

View Articletitled, Experimental Study on the Strain Softening Behavior of Plate Anchors in Clay Under Cyclic Loading

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Topics: Buoyancy , Deformation , Flow (Dynamics) , Load bearing capacity , Numerical analysis , Ocean engineering , Offshore structures , Particulate matter , Pipelines , Power transmission towers and poles

Pile-Soil Interaction Under Cyclic Loadings for Offshore Wind Monopiles

Yunsup Shin, Morten Saue, Thomas Langford, Hans Petter, Kyunghwan Cho, Jongheon Park

OMAE 2014; V003T10A016https://doi.org/10.1115/OMAE2014-23898

Abstract

View Articletitled, Pile-Soil Interaction Under Cyclic Loadings for Offshore Wind Monopiles

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Topics: Ocean engineering , Soil , Wind , Design , Finite element analysis , Constitutive equations , Dimensions , Displacement , Earth resistance , Friction

Effect of a Strong Middle Layer on Spudcan Penetration

Wen Gao, Tom Harrup, Yuxia Hu, David White

OMAE 2014; V003T10A017https://doi.org/10.1115/OMAE2014-23925

Abstract

View Articletitled, Effect of a Strong Middle Layer on Spudcan Penetration

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Topics: Accidents , Bearings , Cavities , Computer software , Damage , Deformation , Displacement , Drilling , Failure , Finite element analysis

Numerical Study of the Combined Loading Envelope of a Skirted Spudcan Foundation

Ning Cheng, Mark J. Cassidy, Yinghui Tian

OMAE 2014; V003T10A018https://doi.org/10.1115/OMAE2014-23990

Abstract

View Articletitled, Numerical Study of the Combined Loading Envelope of a Skirted Spudcan Foundation

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Topics: Bearings , Dimensions , Failure , Failure mechanisms , Finite element analysis , Footings (Construction) , Jack-up drilling rigs , Offshore structures , Soil , Stress

Geotechnical Characterization of Gulf of Mexico Clay

Madhuri Murali, Giovanna Biscontin

OMAE 2014; V003T10A019https://doi.org/10.1115/OMAE2014-24183

Abstract

View Articletitled, Geotechnical Characterization of Gulf of Mexico Clay

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Topics: Gulf of Mexico , Failure , Stress , Underwater vehicles , Testing , Compression , Damage , Hazards , Ocean engineering , Offshore structures

Analysis of Subsea Foundations Subjected to Significant Torsion

Sean McDonald, Hadi Suroor, Jim Malachowski, Qi Wang, Xinhai Qi

OMAE 2014; V003T10A020https://doi.org/10.1115/OMAE2014-24192

Abstract

View Articletitled, Analysis of Subsea Foundations Subjected to Significant Torsion

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Topics: Ocean engineering , Torsion , Finite element analysis , Stress , Analytical methods , Stability , Compression , Design , Sands

An Empirical Correlation for Compressibility of Shallow Depth Clays in Deepwater Gulf of Mexico

Jeong-Yun Won, Hadi Suroor

OMAE 2014; V003T10A021https://doi.org/10.1115/OMAE2014-24223

Abstract

View Articletitled, An Empirical Correlation for Compressibility of Shallow Depth Clays in Deepwater Gulf of Mexico

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Topics: Compressibility , Gulf of Mexico , Compression , Ocean engineering , Design

Evaluation of Plate Anchors Capacity in Saturated Soils Using Different Constitutive Models

Zahra Aghazadeh, M. S. Rahman, M. A. Gabr

OMAE 2014; V003T10A022https://doi.org/10.1115/OMAE2014-24226

Abstract

View Articletitled, Evaluation of Plate Anchors Capacity in Saturated Soils Using Different Constitutive Models

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Topics: Constitutive equations , Soil , Coulombs , Computer software , Deformation , Displacement , Finite element analysis , Ocean engineering , Simulation , Stress analysis (Engineering)

Large Deformation Finite Element Analysis of Gravity Installed Anchors in Clay

Jun Liu, Lihui Lu, Long Yu

OMAE 2014; V003T10A023https://doi.org/10.1115/OMAE2014-24347

Abstract

View Articletitled, Large Deformation Finite Element Analysis of Gravity Installed Anchors in Clay

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Topics: Deformation , Finite element analysis , Gravity (Force) , Mooring , Collapse , Design , Floating structures , Load bearing capacity , Numerical analysis , Ocean engineering

Design of Direct On-Seabed Sliding Foundations

Andrew Deeks, Hongjie Zhou, Henry Krisdani, Fraser Bransby, Phil Watson

OMAE 2014; V003T10A024https://doi.org/10.1115/OMAE2014-24393

Abstract

View Articletitled, Design of Direct On-Seabed Sliding Foundations

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Topics: Design , Seabed , Soil , Pipelines , Cycles , Shear stress , Stress , Testing , Bearings , Construction

Numerical Modelling of Cyclic Pull-Out Behaviors of Embedded Plate Anchors in Saturated Soft Clay

Cun Hu, Fu-ping Gao

OMAE 2014; V003T10A025https://doi.org/10.1115/OMAE2014-24422

Abstract

View Articletitled, Numerical Modelling of Cyclic Pull-Out Behaviors of Embedded Plate Anchors in Saturated Soft Clay

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Topics: Anisotropy , Design , Failure , Modeling , Offshore structures , Plasticity , Stress , Water

Feasibility of a Dynamically Stable Rock Armour Layer Scour Protection for Offshore Wind Farms

Philippe de Schoesitter, Sarah Audenaert, Leen Baelus, Annelies Bolle, Andrew Brown, Luciana Das Neves, Tiago Ferradosa, Piet Haerens, Francisco T. Pinto, Peter Troch, Richard Whitehouse

OMAE 2014; V003T10A026https://doi.org/10.1115/OMAE2014-24426

Abstract

View Articletitled, Feasibility of a Dynamically Stable Rock Armour Layer Scour Protection for Offshore Wind Farms

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Topics: Armor , Ocean engineering , Rocks , Wind farms , Damage , Design , Failure , Filters , Waves , Currents

On the Set-Up of Piles

Jürgen Grabe, Philipp Busch, Thorben Hamann

OMAE 2014; V003T10A027https://doi.org/10.1115/OMAE2014-24433

Abstract

View Articletitled, On the Set-Up of Piles

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Topics: Computer simulation , Design , Displacement , Energy dissipation , Liquefaction , Load bearing capacity , Offshore wind turbines , Pressure , Sands , Soil

Experimental Study for Wave-Induced Oscillatory Pore Pressures in a Sandy Seabed

Bo Liu, Dong-Sheng Jeng, Guanlin Ye

OMAE 2014; V003T10A028https://doi.org/10.1115/OMAE2014-24479

Abstract

View Articletitled, Experimental Study for Wave-Induced Oscillatory Pore Pressures in a Sandy Seabed

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Topics: Seabed , Waves , Water , Liquefaction , Pressure , Soil , Cycles , Cylinders , Sediments , Vacuum gages

Poro-Elasto-Plastic Model for Wave-Induced Liquefaction

Chengcong Liao, Hongyi Zhao, Dong-Sheng Jeng

OMAE 2014; V003T10A029https://doi.org/10.1115/OMAE2014-24480

Abstract

View Articletitled, Poro-Elasto-Plastic Model for Wave-Induced Liquefaction

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Topics: Liquefaction , Waves , Seabed , Pressure , Sediments

Dynamic Model Test of Monopile for Offshore Wind Turbines

Stian Baardsgaard Hanssen, Gudmund Eiksund

OMAE 2014; V003T10A030https://doi.org/10.1115/OMAE2014-24506

Abstract

View Articletitled, Dynamic Model Test of Monopile for Offshore Wind Turbines

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Topics: Dynamic models , Offshore wind turbines , Stiffness , Sands , Soil , Computational methods , Finite element methods , Finite element model , Generators , Ocean engineering

Pipeline Upheaval Buckling in Clayey Backfill and Shore Approach

Alahyar Koochekali, Behrouz Gatmiri, Amirabbas Koochekali

OMAE 2014; V003T10A031https://doi.org/10.1115/OMAE2014-24521

Abstract

View Articletitled, Pipeline Upheaval Buckling in Clayey Backfill and Shore Approach

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Topics: Buckling , Pipelines , Soil , Water , Seas , Failure mechanisms , Pipes , Computer simulation , Design , Flow (Dynamics)

Upper Bound Solutions of Vertical Bearing Capacity of a New Type Bucket Foundation in Sand

Run Liu, Guangsi Chen, Hongyan Ding, Jijian Lian

OMAE 2014; V003T10A032https://doi.org/10.1115/OMAE2014-24536

Abstract

View Articletitled, Upper Bound Solutions of Vertical Bearing Capacity of a New Type Bucket Foundation in Sand

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Topics: Load bearing capacity , Sands , Soil , Design , Stress , Offshore wind turbines , Wind turbines , Failure , Failure mechanisms , Friction

Dynamic Stresses in a Driven Pile During Installation-Classical Wave Equation Model Solution Using Partial Differential Equations

Syed Muhammad Mohsin Jafri, Phayak Takkabutr

OMAE 2014; V003T10A033https://doi.org/10.1115/OMAE2014-24669

Abstract

View Articletitled, Dynamic Stresses in a Driven Pile During Installation-Classical Wave Equation Model Solution Using Partial Differential Equations

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Topics: Partial differential equations , Stress , Wave equations , Boundary-value problems , Dampers , Design , Earth resistance , Equations of motion , Hammers , Modeling

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