## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 622

Failure modes S, B, or T are marked on the curves (S = sliding (1); T =

failure at tip (2); B = inverted bearing capacity failure (3)). It is evident that when

suction is to be taken into account, all three failure modes have to be examined.

Failure modes S, B, or T are marked on the curves (S = sliding (1); T =

**tensile**failure at tip (2); B = inverted bearing capacity failure (3)). It is evident that when

suction is to be taken into account, all three failure modes have to be examined.

Page 618

...

larger volumes of soil are displaced . Shear failure along the exterior or shaft of

the pile occurs in all three cases . Phim ? lower bound on on 1. INTRODUCTION

This ...

...

**tensile**failure . The last mode is an inverted bearing capacity failure wherelarger volumes of soil are displaced . Shear failure along the exterior or shaft of

the pile occurs in all three cases . Phim ? lower bound on on 1. INTRODUCTION

This ...

Page 113

First , the crack trajectory is determined based the maximum circumferential

depends only on the initial geometry when single load is applied . Therefore ,

crack ...

First , the crack trajectory is determined based the maximum circumferential

**tensile**stress theory of linear fracture mechanics . It is shown that the trajectorydepends only on the initial geometry when single load is applied . Therefore ,

crack ...

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces