Recent Submissions

  • Drivers and barriers to successful solid waste management: assessing through an aggregated indicator

    Deus, Rafael Mattos Autor UNESP; Esguícero, Fábio José Autor UNESP; Battistelle, Rosane Aparecida Gomes Autor UNESP; Jugend, Daniel Autor UNESP (Journal of Material Cycles and Waste Management, 2022) [Artigo]
    Solid waste management is the main topic of the circular economy and remains a challenge for public management, because despite the recent economic downturn in Brazil, some indicators still need to be improved. This study ...
  • Sustainability in the Civil Construction Sector Supported by Industry 4.0 Technologies: Challenges and Opportunities

    Franco, Jacqueline de Almeida Barbosa Autor UNESP; Domingues, Ana Mariele Autor UNESP; Africano, Nelson de Almeida Autor UNESP; Deus, Rafael Mattos Autor UNESP; Battistelle, Rosane Aparecida Gomes Autor UNESP (Infrastructures, 2022) [Artigo]
    The civil construction sector is under pressure to make construction processes more sustainable, that is, aligned with economic, social, and environmental sustainability. Thus, the research question considers: How do ...
  • Proposal of an assessment tool to diagnose industrial symbiosis readiness

    Agudo, Fabiana Liar; Bezerra, Bárbara Stolte Autor UNESP; Paes, Luis Alberto Bertolucci Autor UNESP; Gobbo Júnior, José Alcides Autor UNESP (Sustainable Production and Consumption, 2022) [Artigo]
    This paper aims to present an original assessment tool developed to diagnose industrial symbiosis (IS) readiness. It is expected that industries with greater symbiotic readiness are more likely to have success in implementing ...
  • Using a Seismic Dilatometer to Identify Collapsible Soils

    Rocha, Breno Padovezi; de Carvalho Rodrigues, André Luís Autor UNESP; Rodrigues, Roger Augusto Autor UNESP; Giacheti, Heraldo Luiz Autor UNESP (International Journal of Civil Engineering, 2021) [Artigo]
    Collapsible soils are unusual geomaterials found in several regions of the world. These soils undergo sudden and large volumetric compressive deformations upon wetting under constant loading. It is a problematic soil that ...
  • Potential sources of groundwater pollution and a proposal for prioritizing inspection areas in an industrialized municipality

    de Jesus, Lucas Scarpanti Autor UNESP; Riyis, Marcos Tanaka Autor UNESP; Giacheti, Heraldo Luiz Autor UNESP (Aguas Subterraneas, 2021) [Artigo]
    This paper presents a methodology for selecting areas with potential sources of groundwater pollution and its application in an industrialized municipality in the interior of São Paulo. As there are multiple potential ...
  • Effect of polypropylene fibers on the shear strength–dilation behavior of compacted lateritic soils

    Silveira, Maitê Rocha Autor UNESP; Rocha, Sabrina Andrade; Correia, Natália de Souza; Rodrigues, Roger Augusto Autor UNESP; Giacheti, Heraldo Luiz Autor UNESP; Lodi, Paulo César Autor UNESP (Sustainability (Switzerland), 2021) [Artigo]
    The stress–dilatancy relationship for fiber-reinforced soils has been the focus of recent studies. This relationship can be used as a foundation for the development of constitutive models for fiber-reinforced soils. The ...
  • Landslide risk assessment considering socionatural factors: methodology and application to Cubatão municipality, São Paulo, Brazil

    Hader, Paulo Rodolpho Pereira Autor UNESP; Reis, Fábio Augusto Gomes Vieira Autor UNESP; Peixoto, Anna Silvia Palcheco Autor UNESP (Natural Hazards, 2022) [Artigo]
    The manuscript presents a methodology to integrate spatial information of susceptibility, vulnerability and rainfall thresholds to produce a dynamic landslide risk map. The inputs were combined in two matrices: combining ...
  • A nonlinear BE formulation for analysis of masonry walls considering orthotropy: Fundamentals

    Oliveira Neto, Luttgardes de Autor UNESP; Masia, Mark John; Almeida, Valério S.; Simonetti, Hélio Luiz (Structures, 2021) [Artigo]
    In this work, a non-linear Boundary Element (BE) formulation with damage model is extended for numerical simulation of structural masonry walls. The original formulation was presented by other researchers to investigate ...
  • Probabilistic Analysis of Bored Pile Foundations in the Design Phase: An Application Example

    Nogueira, Caio Gorla Autor UNESP; Boni, Henrique Svizzero Autor UNESP; Giacheti, Heraldo Luiz Autor UNESP (Geotechnical and Geological Engineering, 2022) [Artigo]
    This paper presents a probabilistic analysis of pile foundations in the design phase considering Reliability Theory in order to improve the final decision about the foundation system. Two semi-empirical predicting methods ...
  • The Flat Dilatometer Test in an Unsaturated Tropical Soil Site

    Rocha, Breno Padovezi; Rodrigues, Roger Augusto Autor UNESP; Giacheti, Heraldo Luiz Autor UNESP (Geotechnical and Geological Engineering, 2021) [Artigo]
    The site characterization of unsaturated soils is well stablished based on laboratory tests, which are expensive and time-consuming. In-situ testing methods, such as the flat dilatometer test (DMT), are an alternative to ...
  • Characterizing a tropical soil via seismic in situ tests

    Rocha, Breno Padovezi Autor UNESP; Giacheti, Heraldo Luiz Autor UNESP (Revista Brasileira de Geofisica, 2019) [Artigo]
    The shear wave velocity (Vs) is an important geotechnical parameter to be used in dynamic problems (e.g. earthquakes and vibration problems) as well as in static deformation analysis such as excavations and foundation ...
  • Site characterization of a tropical soil by in situ tests

    Rocha, Breno Padovezi; Giacheti, Heraldo Luiz Autor UNESP (DYNA (Colombia), 2018) [Artigo]
    This paper compiles site characterization data of an unsaturated tropical soil profile in an experimental research site in Bauru, São Paulo State, Brazil. Several in situ campaigns comprised geophysical borehole tests ...
  • Optimum support positions in bridges

    Kripka, Moacir; Neto, Luttgardes de Oliveira Autor UNESP; Kripka, Rosana Maria Luvezute (Ciencia y Engenharia/ Science and Engineering Journal, 2013) [Artigo]
    This paper presents a study to determine the optimal support positions in bridges, as well as the optimal relation between the spans of beams, aiming both the reduction and the unifirmization of the efforts in these ...
  • Vulnerability and contamination inventory of the groundwater in the alto aguapeí and alto peixe, SP

    Montero, Rafael Carrion Autor UNESP; Peixoto, Anna Silvia Palcheco Autor UNESP (Ciencia y Engenharia/ Science and Engineering Journal, 2013) [Artigo]
    The characterization and assessment of the natural vulnerability and the contamination risks of aquifers were made for outcropping units on the sub units of water resources management called Alto Aguapeí and Alto Peixe ...
  • Um estudo para avaliação de paredes de alvenaria estrutural por meio de análise computacional considerando modelo de dano

    Oliveira Neto, Luttgardes Autor UNESP; Borges Faria, Obede Autor UNESP; Dos AnjosAzambuja, Maximiliano Autor UNESP (REHABEND, 2014) [Trabalho apresentado em evento]
  • Hydrogeochemistry characterization from Adamtina Aquifer in the urban area of Bauru, SP

    Canato, Helena Mello Autor UNESP; Conceição, Fabiano Tomazini Autor UNESP; Hamada, Jorge Autor UNESP; Moruzzi, Rodrigo Braga Autor UNESP; Navarro, Guillermo Rafael Beltran Autor UNESP (Ciencia y Engenharia/ Science and Engineering Journal, 2014) [Artigo]
    This work characterized the groundwater from Adamantina Aquifer in the urban area of Bauru, São Paulo State. Twenty four sampling points were established in the Adamantina Aquifer, Bauru Aquifer System, analyzing the ...
  • 2D evaluation of crack openings using smeared and embedded crack models

    Gamino, André Luís; Manzoli, Osvaldo Luís Autor UNESP; De Oliveira E Sousa, José Luiz Antunes; Bittencourt, Túlio Nogueira (Computers and Concrete, 2010) [Artigo]
    This work deals with the determination of crack openings in 2D reinforced concrete structures using the Finite Element Method with a smeared rotating crack model or an embedded crack model. In the smeared crack model, the ...
  • Finite elements with embedded multiple cracks and non-uniform discontinuity modes

    Manzoli, O. L.; Shing, P. B. (Latin American Journal of Solids and Structures, 2005) [Artigo]
    Recently, several formulations of finite elements embedded with displacement discontinuity have been proposed to describe crack propagation independent of the element boundaries. By construction, these approaches are limited ...
  • A boundary element method formulation to capture strong discontinuities in solids

    Manzoli, Osvaldo L.; Venturini, Wilson S. (Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII, 2005) [Trabalho apresentado em evento]
    A Boundary Element Method (BEM) formulation to predict the behavior of solids exhibiting displacement (strong) discontinuity is presented. In this formulation, the effects of the displacement jump of a discontinuity interface ...
  • The use of piezocone tests for high-resolution stratigraphy of Quaternary Sediment Sequences in the Brazilian coast

    De Mio, Giuliano; Giacheti, Heraldo L. (Anais da Academia Brasileira de Ciencias, 2007) [Artigo]
    Correlations between mapping units of costal sedimentary basin and interpretation of piezocone test results are presented and discussed based on examples from Caravelas strandplain, (State of Bahia), Paranaguá (State of ...

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