Reliability Evaluation of a Concrete Crown Wall on a Rubble Mound Breakwater considering Sliding Failure, Overturning and Rupture Failure of the Foundation

E. Christiani; Jørgen S. Sørensen; Hans F. Burcharth

Reliability Evaluation of a Concrete Crown Wall on a Rubble Mound Breakwater considering Sliding Failure, Overturning and Rupture Failure of the Foundation

E. Christiani
, Jørgen S. Sørensen
, Hans F. Burcharth

Forskningsgruppen for Hav og Kystbyggeri

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

Abstract

Wave breaking forces on a crown wall will be determined from Burcharth 's wave force formula. Based on these formulae a deterministic design is found. A reliability evaluation of the same structure is then performed using a level II FORM analysis. In this only the failure modes sliding1 overturning and rupture failure in the rubble mound are taken into account. The method of probabilistic foundation stability analysis is presented by the example of a translation slip failure involving kinematically correct slip surfaces and failure zones in friction based soil. A conventional static quasi-static analysis is used.

Originalsprog	Engelsk
Titel	Proceedings of the 3rd MAST II Workshop, De Voorst, The Netherlands, 1994
Antal sider	21
Publikationsdato	1994
Status	Udgivet - 1994

Emneord

Reliability
Sliding Failure
Overturning
Zone Rupture
Wave Forces
Crown Walls

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Citationsformater

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title = "Reliability Evaluation of a Concrete Crown Wall on a Rubble Mound Breakwater considering Sliding Failure, Overturning and Rupture Failure of the Foundation",

abstract = "Wave breaking forces on a crown wall will be determined from Burcharth 's wave force formula. Based on these formulae a deterministic design is found. A reliability evaluation of the same structure is then performed using a level II FORM analysis. In this only the failure modes sliding1 overturning and rupture failure in the rubble mound are taken into account. The method of probabilistic foundation stability analysis is presented by the example of a translation slip failure involving kinematically correct slip surfaces and failure zones in friction based soil. A conventional static quasi-static analysis is used.",

keywords = "Reliability, Sliding Failure, Overturning, Zone Rupture, Wave Forces, Crown Walls, Reliability, Sliding Failure, Overturning, Zone Rupture, Wave Forces, Crown Walls",

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year = "1994",

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Reliability Evaluation of a Concrete Crown Wall on a Rubble Mound Breakwater considering Sliding Failure, Overturning and Rupture Failure of the Foundation. / Christiani, E.; Sørensen, Jørgen S.; Burcharth, Hans F.
Proceedings of the 3rd MAST II Workshop, De Voorst, The Netherlands, 1994. 1994.

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

TY - GEN

T1 - Reliability Evaluation of a Concrete Crown Wall on a Rubble Mound Breakwater considering Sliding Failure, Overturning and Rupture Failure of the Foundation

AU - Christiani, E.

AU - Sørensen, Jørgen S.

AU - Burcharth, Hans F.

PY - 1994

Y1 - 1994

N2 - Wave breaking forces on a crown wall will be determined from Burcharth 's wave force formula. Based on these formulae a deterministic design is found. A reliability evaluation of the same structure is then performed using a level II FORM analysis. In this only the failure modes sliding1 overturning and rupture failure in the rubble mound are taken into account. The method of probabilistic foundation stability analysis is presented by the example of a translation slip failure involving kinematically correct slip surfaces and failure zones in friction based soil. A conventional static quasi-static analysis is used.

AB - Wave breaking forces on a crown wall will be determined from Burcharth 's wave force formula. Based on these formulae a deterministic design is found. A reliability evaluation of the same structure is then performed using a level II FORM analysis. In this only the failure modes sliding1 overturning and rupture failure in the rubble mound are taken into account. The method of probabilistic foundation stability analysis is presented by the example of a translation slip failure involving kinematically correct slip surfaces and failure zones in friction based soil. A conventional static quasi-static analysis is used.

KW - Reliability

KW - Sliding Failure

KW - Overturning

KW - Zone Rupture

KW - Wave Forces

KW - Crown Walls

KW - Reliability

KW - Sliding Failure

KW - Overturning

KW - Zone Rupture

KW - Wave Forces

KW - Crown Walls

M3 - Article in proceeding

BT - Proceedings of the 3rd MAST II Workshop, De Voorst, The Netherlands, 1994

ER -

Reliability Evaluation of a Concrete Crown Wall on a Rubble Mound Breakwater considering Sliding Failure, Overturning and Rupture Failure of the Foundation

Abstract

Emneord

AUB Link

Fingeraftryk

Citationsformater