Pile Group Protection with Riprap Mattress
New experimental data on plan dimensions for riprap mattresses used in pile group protection against edge failure are analyzed. The influence of flow conditions and the distance between piles in plan dimensions of riprap mattresses are addressed. An alternative methodology for the experimental study...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2012-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2012/693506 |
id |
doaj-6a03a994d5194a31b23553f44fb1a53c |
---|---|
record_format |
Article |
spelling |
doaj-6a03a994d5194a31b23553f44fb1a53c2020-11-25T00:46:51ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942012-01-01201210.1155/2012/693506693506Pile Group Protection with Riprap MattressChristian Chreties0Luis Teixeira1Gonzalo Simarro2Facultad de Ingeniería, Universidad de la República, Julio Herrera y Reissig 565, 11300 Montevideo, UruguayFacultad de Ingeniería, Universidad de la República, Julio Herrera y Reissig 565, 11300 Montevideo, UruguayInstituto de Ciencias del Mar, Consejo Superior de Investigación Científica (CSIC), Paseo Marítimo de la Barcelonesa 37-49, 08003 Barcelona, SpainNew experimental data on plan dimensions for riprap mattresses used in pile group protection against edge failure are analyzed. The influence of flow conditions and the distance between piles in plan dimensions of riprap mattresses are addressed. An alternative methodology for the experimental study of edge failure in pile groups is proposed and verified, significantly reducing the duration of tests (from several days to a few hours) and yielding similar results. For the pile group configuration tested, a design expression for minimum riprap width is obtained. The influence of the distance between the piles on the width of riprap dimensions is shown to be small, and the proposed expression compares well with some of the expressions for single piers found in the literature.http://dx.doi.org/10.1155/2012/693506 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Christian Chreties Luis Teixeira Gonzalo Simarro |
spellingShingle |
Christian Chreties Luis Teixeira Gonzalo Simarro Pile Group Protection with Riprap Mattress Advances in Civil Engineering |
author_facet |
Christian Chreties Luis Teixeira Gonzalo Simarro |
author_sort |
Christian Chreties |
title |
Pile Group Protection with Riprap Mattress |
title_short |
Pile Group Protection with Riprap Mattress |
title_full |
Pile Group Protection with Riprap Mattress |
title_fullStr |
Pile Group Protection with Riprap Mattress |
title_full_unstemmed |
Pile Group Protection with Riprap Mattress |
title_sort |
pile group protection with riprap mattress |
publisher |
Hindawi Limited |
series |
Advances in Civil Engineering |
issn |
1687-8086 1687-8094 |
publishDate |
2012-01-01 |
description |
New experimental data on plan dimensions for riprap mattresses used in pile group protection against edge failure are analyzed. The influence of flow conditions and the distance between piles in plan dimensions of riprap mattresses are addressed. An alternative methodology for the experimental study of edge failure in pile groups is proposed and verified, significantly reducing the duration of tests (from several days to a few hours) and yielding similar results. For the pile group configuration tested, a design expression for minimum riprap width is obtained. The influence of the distance between the piles on the width of riprap dimensions is shown to be small, and the proposed expression compares well with some of the expressions for single piers found in the literature. |
url |
http://dx.doi.org/10.1155/2012/693506 |
work_keys_str_mv |
AT christianchreties pilegroupprotectionwithriprapmattress AT luisteixeira pilegroupprotectionwithriprapmattress AT gonzalosimarro pilegroupprotectionwithriprapmattress |
_version_ |
1725262627267936256 |