Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabs
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Latin American journal of solids and structures (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000200500 |
Resumo: | Abstract The present study explores a retaining wall with an intermediate slab. To reduce the lateral earth pressure on the wall, the substitution of part of the soil by blocks of expanded polystyrene (EPS) with high density is proposed, which could result in significant economic savings. Also, the possibility of building the wall elevation with smaller thickness (preexisting wall reinforcement) will be analyzed. To do this, the situation and optimum geometry of the EPS blocks will be studied in detail, besides a study of two scaled models, one without EPS and another with blocks with rectangular distribution. The obtained results allow us to affirm that the reduction in pressure is very significant if the blocks are arranged with the proper geometry and situation over the sliding plane but without eliminating the beneficial effect of the weight of the ground located over the slab. |
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Latin American journal of solids and structures (Online) |
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Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabsStabilitynumerical analysisexpanded polystyrenelightweight fillerscale modelsAbstract The present study explores a retaining wall with an intermediate slab. To reduce the lateral earth pressure on the wall, the substitution of part of the soil by blocks of expanded polystyrene (EPS) with high density is proposed, which could result in significant economic savings. Also, the possibility of building the wall elevation with smaller thickness (preexisting wall reinforcement) will be analyzed. To do this, the situation and optimum geometry of the EPS blocks will be studied in detail, besides a study of two scaled models, one without EPS and another with blocks with rectangular distribution. The obtained results allow us to affirm that the reduction in pressure is very significant if the blocks are arranged with the proper geometry and situation over the sliding plane but without eliminating the beneficial effect of the weight of the ground located over the slab.Associação Brasileira de Ciências Mecânicas2019-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000200500Latin American Journal of Solids and Structures v.16 n.2 2019reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78254776info:eu-repo/semantics/openAccessDavila,J. M.Fortes,J. C.Jaramillo-Morilla,A.Torre,M. de laPancho,R.eng2019-03-12T00:00:00Zoai:scielo:S1679-78252019000200500Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2019-03-12T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabs |
title |
Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabs |
spellingShingle |
Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabs Davila,J. M. Stability numerical analysis expanded polystyrene lightweight filler scale models |
title_short |
Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabs |
title_full |
Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabs |
title_fullStr |
Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabs |
title_full_unstemmed |
Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabs |
title_sort |
Behavior of expanded polystyrene as lightweight filler in retaining walls with intermediate slabs |
author |
Davila,J. M. |
author_facet |
Davila,J. M. Fortes,J. C. Jaramillo-Morilla,A. Torre,M. de la Pancho,R. |
author_role |
author |
author2 |
Fortes,J. C. Jaramillo-Morilla,A. Torre,M. de la Pancho,R. |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Davila,J. M. Fortes,J. C. Jaramillo-Morilla,A. Torre,M. de la Pancho,R. |
dc.subject.por.fl_str_mv |
Stability numerical analysis expanded polystyrene lightweight filler scale models |
topic |
Stability numerical analysis expanded polystyrene lightweight filler scale models |
description |
Abstract The present study explores a retaining wall with an intermediate slab. To reduce the lateral earth pressure on the wall, the substitution of part of the soil by blocks of expanded polystyrene (EPS) with high density is proposed, which could result in significant economic savings. Also, the possibility of building the wall elevation with smaller thickness (preexisting wall reinforcement) will be analyzed. To do this, the situation and optimum geometry of the EPS blocks will be studied in detail, besides a study of two scaled models, one without EPS and another with blocks with rectangular distribution. The obtained results allow us to affirm that the reduction in pressure is very significant if the blocks are arranged with the proper geometry and situation over the sliding plane but without eliminating the beneficial effect of the weight of the ground located over the slab. |
publishDate |
2019 |
dc.date.none.fl_str_mv |
2019-01-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000200500 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000200500 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/1679-78254776 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
dc.source.none.fl_str_mv |
Latin American Journal of Solids and Structures v.16 n.2 2019 reponame:Latin American journal of solids and structures (Online) instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) instacron:ABCM |
instname_str |
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
instacron_str |
ABCM |
institution |
ABCM |
reponame_str |
Latin American journal of solids and structures (Online) |
collection |
Latin American journal of solids and structures (Online) |
repository.name.fl_str_mv |
Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
repository.mail.fl_str_mv |
abcm@abcm.org.br||maralves@usp.br |
_version_ |
1754302889990291456 |