### Resumé

Originalsprog | Engelsk |
---|---|

Titel | Foundation Design of Caisson Breakwaters |

Antal sider | 28 |

Vol/bind | 2 |

Udgivelses sted | Oslo |

Forlag | Norwegian Geotech. Inst. |

Publikationsdato | 1996 |

ISBN (Trykt) | 8254601763 |

Status | Udgivet - 1996 |

Navn | Publication |
---|---|

Nummer | 198 |

### Fingerprint

### Emneord

- Vertical Breakwaters
- Partial Safety Factors
- Geotechnical Failure Modes
- Reliability Analysis

### Citer dette

*Foundation Design of Caisson Breakwaters*(Bind 2). Oslo: Norwegian Geotech. Inst.. Publication, Nr. 198

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*Foundation Design of Caisson Breakwaters.*bind 2, Norwegian Geotech. Inst., Oslo, Publication, nr. 198.

**Safety Aspects for Vertical Wall Breakwaters.** / Sørensen, John Dalsgaard; Burcharth, H. F.; Christiani, E.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Bidrag til bog/antologi › Forskning › peer review

TY - CHAP

T1 - Safety Aspects for Vertical Wall Breakwaters

AU - Sørensen, John Dalsgaard

AU - Burcharth, H. F.

AU - Christiani, E.

PY - 1996

Y1 - 1996

N2 - In this appendix some safety aspects in relation to vertical wall breakwaters are discussed. Breakwater structures such as vertical wall breakwaters are used under quite different conditions. The expected lifetime can be from 5 years (interim structure) to 100 years (permanent structure) and the accepted level of probability of failure in the expected lifetime can vary from a very small number, e.g. 10-4 if failure of the breakwater results in significant damage to large probabilities, e.g. 0.5 if the consequences are insignificant. This has to be taken into account when discussing safety aspects and possible level I and D code formats. In the following first the most important failure modes are briefly described, see section 2. It is assumed that the failure modes can be modelled by limit state functions. Wave load models are described in section 3. In section 5 uncertainties related to the parameters used in the limit state functions and to the mathematical models are discussed and statistical models are suggested.

AB - In this appendix some safety aspects in relation to vertical wall breakwaters are discussed. Breakwater structures such as vertical wall breakwaters are used under quite different conditions. The expected lifetime can be from 5 years (interim structure) to 100 years (permanent structure) and the accepted level of probability of failure in the expected lifetime can vary from a very small number, e.g. 10-4 if failure of the breakwater results in significant damage to large probabilities, e.g. 0.5 if the consequences are insignificant. This has to be taken into account when discussing safety aspects and possible level I and D code formats. In the following first the most important failure modes are briefly described, see section 2. It is assumed that the failure modes can be modelled by limit state functions. Wave load models are described in section 3. In section 5 uncertainties related to the parameters used in the limit state functions and to the mathematical models are discussed and statistical models are suggested.

KW - Vertical Breakwaters

KW - Partial Safety Factors

KW - Geotechnical Failure Modes

KW - Reliability Analysis

KW - Vertical Breakwaters

KW - Partial Safety Factors

KW - Geotechnical Failure Modes

KW - Reliability Analysis

M3 - Book chapter

SN - 8254601763

VL - 2

T3 - Publication

BT - Foundation Design of Caisson Breakwaters

PB - Norwegian Geotech. Inst.

CY - Oslo

ER -