Guideline proposal for earth retaining walls selection

Authors

  • Isaac Brugnera Stefanello Universidade Comunitária da Região de Chapecó - Unochapeco
  • Eduardo Roberto Batiston Universidade Comunitária da Região de Chapecó - Unochapeco
  • Marcelo Fabiano Costella Universidade Comunitária da Região de Chapecó - Unochapeco

DOI:

https://doi.org/10.46421/entac.v19i1.2053

Keywords:

Selection guidelines, Earth retaining walls, Geotechnics, Earthworks, Civil engineering

Abstract

The lack of uniformity of concepts related to earth retaining wall selection is a present challenge in the practice of geotechnics. The objective of the article is to identify the types of retaining walls used in urban regions in Brazil and to propose guidelines for these walls’ selection. From the literature review, there was a proposal of guidelines for the soil retaining choices with subsequent application in a pilot study. The method proposed by the research managed to define the workflows and parameters for the selection of the appropriate structure that guarantees safety, performance, and economy.

Author Biographies

Isaac Brugnera Stefanello, Universidade Comunitária da Região de Chapecó - Unochapeco

Mestrando em Tecnologia e Gestão da Inovação da Universidade Comunitária da Região de Chapecó.

Eduardo Roberto Batiston, Universidade Comunitária da Região de Chapecó - Unochapeco

Doutorado em Engenharia de Civil pela Universidade Federal de Santa Catarina. Docente do Programa de Pós-graduação em Tecnologia e Gestão da Inovação da Universidade Comunitária da Região de Chapecó.

Marcelo Fabiano Costella , Universidade Comunitária da Região de Chapecó - Unochapeco

Doutorado em Engenharia de Produção pela Universidade Federal do Rio Grande do Sul. Docente do Programa de Pós-graduação em Tecnologia e Gestão da Inovação da Universidade Comunitária da Região de Chapecó.

References

LIU, Xixi et al. Ground subsidence characteristics associated with urbanization in East China analyzed with a Sentinel-1A-based InSAR time series approach. Bulletin of Engineering Geology and the Environment, v. 78, n. 6, p. 4003-4015, 2019. DOI: https://doi.org/10.1007/s10064-018-1383-6

YU, Bailang et al. Automated derivation of urban building density information using airborne LiDAR data and object-based method. Landscape and Urban Planning, v. 98, n. 3-4, p. 210-219, 2010. DOI: https://doi.org/10.1016/j.landurbplan.2010.08.004

PALME, Massimo; RAMÍREZ, José Guerra. A critical assessment and projection of urban vertical growth in Antofagasta, Chile. Sustainability, v. 5, n. 7, p. 2840-2855, 2013. DOI: https://doi.org/10.3390/su5072840

AL-KODMANY, Kheir. Rethinking urban density through the Chicago experience: a socio-ecological practice approach. Socio-Ecological Practice Research, v. 2, p. 131-147, 2020. DOI: https://doi.org/10.1007/s42532-020-00050-7

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR CB-02: Estabilidade de encostas. Rio de Janeiro, 2009.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR CB-02: Segurança de escavação a céu aberto. Rio de Janeiro, 1985.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR CB-02: Projeto e execução de fundações. Rio de Janeiro, 2019.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR CB-02: Projeto geotécnico – Procedimento. Rio de Janeiro, 2018.

DUNNICLIFF, John; MARR, W. Allen; STANDING, Jamie. Principles of geotechnical monitoring. In: ICE manual of geotechnical engineering. Thomas Telford Ltd, 2012. p. 1363-1377.

MUÑOZ-MEDINA, Belén et al. Typology Selection of Retaining Walls Based on Multicriteria Decision-Making Methods. Applied Sciences, v. 11, n. 4, p. 1457, 2021. DOI: https://doi.org/10.3390/app11041457

GARCÍA ADROGUER, Eduard et al. Sustainability assessment of earth retaining wall structures: preliminary model and simplified application. In: Proceedings of the XVI ECSMGE Geotechnical Engineering for Infrastructure and Development. 2015. p. 2463-2468.

BALASBANEH, Ali Tighnavard; MARSONO, Abdul Kadir Bin. Applying multi-criteria decision-making on alternatives for earth-retaining walls: LCA, LCC, and S-LCA. The International Journal of Life Cycle Assessment, v. 25, n. 11, p. 2140-2153, 2020. DOI: https://doi.org/10.1007/s11367-020-01825-6

MILITITSKY, Jarbas. Grandes escavações em perímetro urbano. Oficina de Textos, 2016.

GERSCOVICH, Denise MS. Estabilidade de Taludes (2ª edição). Oficina de textos, 2016.

SCHNAID, Fernando; ODEBRECHT, Edgar. Ensaios de Campo e suas aplicações à Engenharia de Fundações: 2ª edição. Oficina de Textos, 2012.

PATEL, Anjan. Geotechnical investigations and improvement of ground conditions. Woodhead Publishing, 2019.

DE BRITO MORIGI, Josimari; BOVO, Marcos Clair. A verticalização urbana em cidades de porte médio: o caso da cidade de campo mourão-paraná, Brasil. Revista de Geografia (Recife), v. 33, n. 1, 2016.

CLAYTON, Chris RI; WOODS, Rick I.; MILITITSKY, Jarbas. Earth pressure and earth-retaining structures. CRC press, 2014.

MILITITSKY, Jarbas et al.; Obras de contenção. Em: Fundações: Teoria e Prática 3ª edição. Oficina de textos, 2019. p. 499 – 528.

ZHU, Ming et al. Design and Monitoring of a Sheet Pile Wall Installed in Soft Industrial Waste. In: IFCEE 2015. p. 627-635.

RITTER, S.; FRAUENFELDER, R. InSAR monitoring data to assess building response to deep excavations. In: IOP Conference Series: Earth and Environmental Science. IOP Publishing, 2021. p. 012036.

MA, Jianqin et al. Deformation of anchor-sheet pile wall retaining system at deep excavations in soft soils overlying bedrock. In: Deep and Underground Excavations. 2010. p. 126-131. DOI: https://doi.org/10.1061/41107(380)18

BARREIRA, Renato Hoppe et al. Contenções na Serra do Mar: Modelo da Interação entre Construtor, Executor e Projetista na Superação dos Desafios. Em: 9º Seminário de Engenharia de Fundações Especiais e Geotecnia – SEFE 9, São Paulo, Brasil. 2019.

CHENG, Kang et al. Observed performance of a 30.2 m deep-large basement excavation in Hangzhou soft clay. Tunnelling and Underground Space Technology, v. 111, p. 103872, 2021. DOI: https://doi.org/10.1016/j.tust.2021.103872

MAŠÍN, D.; BOHÁČ, J.; TŮMA, P. Modelling of a deep excavation in a silty clay. In: Proceedings of the 15th European conference on soil mechanics and geotechnical engineering. 2011. p. 1509-1514.

CASTELLI, Francesco; LENTINI, Valentina. Monitoring of full scale diaphragm wall for a deep excavation. In: Proc. of 1st IMEKO TC-4 International Workshop on Metrology for Geotechnics, Benevento, Italy. 2016. p. 103-108.

ZHUSSUPBEKOV, Askar; OMAROV, Abdulla; TANYRBERGENOVA, Gulzhanat. Design of anchored diaphragm wall for deep excavation. International Journal, v. 16, n. 58, p. 139-144, 2019. DOI: https://doi.org/10.21660/2019.58.8240

VINOTH, M.; GHAN, S. M. Support of Deep Excavation Using Contiguous Pile—A Case Study. In: Geotechnical Applications. Springer, Singapore, 2019. p. 273-281. DOI: https://doi.org/10.1007/978-981-13-0368-5_29

RICHARDS, D. J. et al. Pore water pressure and horizontal stress changes measured during construction of a contiguous bored pile multi-propped retaining wall in Lower Cretaceous clays. In: Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007. Thomas Telford Ltd, 2011. p. 285-293.

KARATAG, H.; AKBAS, S.; GEL, A. C. Comparison of the Computed and Observed Behavior of an Anchored Wall under Limited Geotechnical Characterization. In: 3rd International Symposium On Computational Geomechanics (COMGEO III), Krakow, Poland. 2013.

ALTUNTAS, Cem; PERSAUD, Deo; POEPPEL, Alan R. Secant pile wall design and construction in Manhattan, New York. Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support. 2009. p. 105-112. DOI: https://doi.org/10.1061/41023(337)14

MOHAMAD, Hisham et al. Performance monitoring of a secant-piled wall using distributed fiber optic strain sensing. Journal of Geotechnical and Geoenvironmental Engineering, v. 137, n. 12, p. 1236-1243, 2011. DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000543

MALAJ, A. Deep excavation and slope stabilization in Tirana, Albania. Proceedings of the XVII ECSMGE, 2019.

SARAC, Dino; GELABERT, Joan ARANDA; ALEKRISH, Alwalid. Stability of excavations in karst for deep underground stations of Lines 1 and 2 of Riyadh Metro Project. Geotechnical Challenges in Karst, Croatia, 2019.

CARVALHO, Cláudia; PINTO, Alexandre. Case Study: Moxy Hotel Bored Piles Wall. In: Proceedings of China-Europe Conference on Geotechnical Engineering. Springer, Cham, 2018. p. 906-909.

KIM, YoungSeok; CHO, YongSang. A case study of retaining wall with soil-cement mixing reinforcement for Korean Urban site. In: Deep and Underground Excavations. 2010. p. 70-75. DOI: https://doi.org/10.1061/41107(380)10

CAIXA ECONÔMICA FEDERAL. Sistema Nacional de Pesquisa de Custos e Índices da Construção Civil, Distrito Federal, 2022. Disponível em: https://www.caixa.gov.br/poder-publico/modernizacao-gestao/sinapi/referencias-precos-insumos/. Acesso em: 09 de agosto de 2022.

CAIXA ECONÔMICA FEDERAL. Cadernos técnicos de composições para estruturas de contenção: perfil pranchado, cortina e muro de arrimo, Distrito Federal, 2019. Disponível em: https://www.caixa.gov.br/site/paginas/downloads. Acesso em: 09 de agosto de 2022.

Published

2022-11-07

How to Cite

STEFANELLO, Isaac Brugnera; BATISTON, Eduardo Roberto; COSTELLA , Marcelo Fabiano. Guideline proposal for earth retaining walls selection. In: NATIONAL MEETING OF BUILT ENVIRONMENT TECHNOLOGY, 19., 2022. Anais [...]. Porto Alegre: ANTAC, 2022. p. 1–14. DOI: 10.46421/entac.v19i1.2053. Disponível em: https://eventos.antac.org.br/index.php/entac/article/view/2053. Acesso em: 23 nov. 2024.

Issue

Section

(Inativa) Gestão e Economia da Construção

Most read articles by the same author(s)

Similar Articles

<< < 13 14 15 16 17 18 19 20 21 22 > >> 

You may also start an advanced similarity search for this article.