Zobrazeno 1 - 10 of 29 pro vyhledávání: '"Edmundo Rogério Esquivel"'
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Akademický článek
Saturated anisotropic hydraulic conductivity of a compacted lateritic soil
Autor: Roberto Aguiar dos Santos, Edmundo Rogério Esquivel
Publikováno v: Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 5, Pp 986-991 (2018)
This study focuses on the saturated anisotropic hydraulic conductivity of a compacted lateritic clayey sandy soil. The effects of the molding water content and the confining stress on the anisotropic hydraulic conductivity are investigated. The hydra
Externí odkaz: https://doaj.org/article/8d0183d8c5b546f09a187d9c57fd6a87
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2
Geotechnical centrifuge and numerical modelling of buried pipelines
Autor: Juliana Braguim Neves, Edmundo Rogério Esquivel, Fernando Saboya
Publikováno v: Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Mechanical response of buried pipes subjected to vehicle live loads acting on the ground surface has been exhaustively studied in the past decades. However, it remains an open subject especially for cases where the load is not necessarily positioned
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::45a5973dedb6a6c84996f4f05df3edbc
https://doi.org/10.1680/jphmg.18.00092
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3
Saturated anisotropic hydraulic conductivity of a compacted lateritic soil
Autor: Edmundo Rogério Esquivel, Roberto Aguiar dos Santos
Publikováno v: Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 5, Pp 986-991 (2018)
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
This study focuses on the saturated anisotropic hydraulic conductivity of a compacted lateritic clayey sandy soil. The effects of the molding water content and the confining stress on the anisotropic hydraulic conductivity are investigated. The hydra
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d6f53c713519552474880a79529b55da
http://www.sciencedirect.com/science/article/pii/S1674775518300386
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4
The Potential Use of Residual Soil from Ribeira Valley (Brazil) in Mitigating Metal Contamination: A Geotechnical Characterization
Autor: Valéria Guimarães Silvestre Rodrigues, Edmundo Rogério Esquivel, Jéssica Pelinsom Marques, Orêncio Monje Vilar
Publikováno v: IAEG/AEG Annual Meeting Proceedings, San Francisco, California, 2018-Volume 2 ISBN: 9783319931265
The incorrect disposal of hazardous waste causes serious problems around the world. For instance, mining waste is one of the main sources of potentially toxic metals in the environment. In the Ribeira Valley region of Brazil, residues generated durin
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::6e5ce8a868040ad47df70467f3ba0b51
https://doi.org/10.1007/978-3-319-93127-2_5
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5
Evaluation of internal and external stresses on the SPT sampler
Autor: Juliana Zapata Galvis, Edmundo Rogério Esquivel
Publikováno v: Dyna, Vol 83, Iss 195, Pp 229-236 (2016)
Repositorio UN
Universidad Nacional de Colombia
instacron:Universidad Nacional de Colombia
Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
The NSPT index is usually used in empirical correlations to estimate parameters of the soil, carrying capacity, foundation settlement, etc. Because these correlations have no scientific basis, researchers have been developing rational methods of anal
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::87c529ec1c13088c003d845e8dd5bb72
https://revistas.unal.edu.co/index.php/dyna/article/view/51138
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6
Energy ratio (ER) for the standard penetration test based on measured field tests
Autor: Juliana Azoia Lukiantchuki, Edmundo Rogério Esquivel, George de Paula Bernardes
Publikováno v: Scopus
Repositório Institucional da UNESP
Universidade Estadual Paulista (UNESP)
instacron:UNESP
Made available in DSpace on 2022-04-28T19:07:04Z (GMT). No. of bitstreams: 0 Previous issue date: 2017-08-01 Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP) Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq) The
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bcbd9b8308d1ee898eab38a3411bc6e7
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7
Finite-Element Evaluations of Geogrid-Reinforced Asphalt Overlays over Flexible Pavements
Autor: Natalia de Souza Correia, Jorge G. Zornberg, Edmundo Rogério Esquivel
Publikováno v: Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
Geosynthetics have been extensively implemented as a pavement maintenance solution to minimize reflective cracking. However, geosynthetics within asphalt overlays can also be used to improv...
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::982575560abd952c845e831ec6ec7b49
https://doi.org/10.1061/jpeodx.0000043
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9
Development of a New TDR Probe for Determining Soil Water Content and Dry Density
Autor: Edmundo Rogério Esquivel, Heraldo Luiz Giacheti
Publikováno v: Problematic Soils and Rocks and In Situ Characterization.
A few traditional methods for determining water content in the field are either inaccurate or time consuming. As an alternative, the time domain reflectometry (TDR) technology has been used in the determination of the soil water content for geotechni
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::a7471a3b5f771aed405ebddc4d3f2387
https://doi.org/10.1061/40906(225)18
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10
The impact efficiency obtained from static load test performed on the SPT sampler
Autor: Edmundo Rogério Esquivel, José Carlos A Cintra, Luis F.S. Neves, Nelson Aoki
Publikováno v: Repositório Institucional da USP (Biblioteca Digital da Produção Intelectual)
Universidade de São Paulo (USP)
instacron:USP
The aim of this paper is to show how to obtain the impact efficiency from a static load test performed on the standard penetration test (SPT) sampler. In a dynamic test, the maximum resisting force developed during the hammer impact depends on the di
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a16991650a831b8e078c1dbdf5b63426
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