Establishing a Reliability Evaluation of the Toe Berm and Armour Layer Interaction: Reanalysing laboratory data from Bologna University

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

Establishing a Reliability Evaluation of the Toe Berm and Armour Layer Interaction: Reanalysing laboratory data from Bologna University

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

Ocean and Coastal Engineering Research Group

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

Abstract

Failure of various sections of a rubble mound breakwater can be crucial for the stability of the rubble mound breakwater as a whole. This is illustrated in Fig 1, showing a series of failure modes for a rubble mound structure. Ensuring static stability of the armour layer and toe berm and crown, enables stability of the primary sections of a rubble mound breakwater. The combined static stability of the armour layer and toe berm will be investigated.

Original language	English
Title of host publication	Proceedings of the Final Workshop, Rubble Mound Breakwater Failure Modes, Sorrento, Italy, November 1995
Number of pages	15
Publication date	1995
Publication status	Published - 1995

Bibliographical note

MAS2-CT92-0042

Keywords

Toe Berm
Armour Layer Interaction

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title = "Establishing a Reliability Evaluation of the Toe Berm and Armour Layer Interaction: Reanalysing laboratory data from Bologna University",

abstract = "Failure of various sections of a rubble mound breakwater can be crucial for the stability of the rubble mound breakwater as a whole. This is illustrated in Fig 1, showing a series of failure modes for a rubble mound structure. Ensuring static stability of the armour layer and toe berm and crown, enables stability of the primary sections of a rubble mound breakwater. The combined static stability of the armour layer and toe berm will be investigated.",

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Establishing a Reliability Evaluation of the Toe Berm and Armour Layer Interaction: Reanalysing laboratory data from Bologna University. / Christiani, E.; Burcharth, H. F.; Sørensen, Jørgen S.
Proceedings of the Final Workshop, Rubble Mound Breakwater Failure Modes, Sorrento, Italy, November 1995. 1995.

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

TY - GEN

T1 - Establishing a Reliability Evaluation of the Toe Berm and Armour Layer Interaction

T2 - Reanalysing laboratory data from Bologna University

AU - Christiani, E.

AU - Burcharth, H. F.

AU - Sørensen, Jørgen S.

N1 - MAS2-CT92-0042

PY - 1995

Y1 - 1995

N2 - Failure of various sections of a rubble mound breakwater can be crucial for the stability of the rubble mound breakwater as a whole. This is illustrated in Fig 1, showing a series of failure modes for a rubble mound structure. Ensuring static stability of the armour layer and toe berm and crown, enables stability of the primary sections of a rubble mound breakwater. The combined static stability of the armour layer and toe berm will be investigated.

AB - Failure of various sections of a rubble mound breakwater can be crucial for the stability of the rubble mound breakwater as a whole. This is illustrated in Fig 1, showing a series of failure modes for a rubble mound structure. Ensuring static stability of the armour layer and toe berm and crown, enables stability of the primary sections of a rubble mound breakwater. The combined static stability of the armour layer and toe berm will be investigated.

KW - Toe Berm

KW - Armour Layer Interaction

KW - Toe Berm

KW - Armour Layer Interaction

M3 - Article in proceeding

BT - Proceedings of the Final Workshop, Rubble Mound Breakwater Failure Modes, Sorrento, Italy, November 1995

ER -

Establishing a Reliability Evaluation of the Toe Berm and Armour Layer Interaction: Reanalysing laboratory data from Bologna University

Abstract

Bibliographical note

Keywords

AUB Link

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Cite this