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A Study of the Load Stages by the Displacement of Mortars Composed of Ornamental Stone Residues by the Method of Squeeze Flow

  • P. I. MoreiraEmail author
  • L. F. Ciribelli
  • G. C. Xavier
  • J. Alexandre
  • G. C. M. Carvalho
  • A. R. G. Azevedo
  • S. N. Monteiro
  • E. B. Zanelato
  • M. T. Marvila
Conference paper
Part of the The Minerals, Metals & Materials Series book series (MMMS)

Abstract

The objective of this work is the study of mortars of multiple use incorporated by ‘ornamental stones’ residues (OSR), from the municipality of Cachoeiro de Itapemirim/ES. The materials used were: Portland cement type CP II, CP III and CP V, washed sand of the region and water. The sand of the mortars was replaced by percentages of 10, 30 and 60% of stone residue. Thus, using the squeeze flow method, the main stages of the load were evaluated by the displacement of the different compositions tested, the influence of the cement, and the influence of the velocities proposed by the method cited.

Keywords

Mortar Ornamental stone residues Load 

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Copyright information

© The Minerals, Metals & Materials Society 2019

Authors and Affiliations

  • P. I. Moreira
    • 1
    Email author
  • L. F. Ciribelli
    • 1
  • G. C. Xavier
    • 1
  • J. Alexandre
    • 1
  • G. C. M. Carvalho
    • 2
  • A. R. G. Azevedo
    • 3
    • 4
  • S. N. Monteiro
    • 5
  • E. B. Zanelato
    • 1
  • M. T. Marvila
    • 1
  1. 1.LECIV – Civil Engineering LaboratoryUENF - State University of the Northern Rio de, JaneiroRio de JaneiroBrazil
  2. 2.FASAP - Sr. Anthony’s College of PaduaRio de JaneiroBrazil
  3. 3.TER – Department of Agricultural Engineering and EnvironmentUFF - Federal Fluminense UniversityNiterói, Rio de JaneiroBrazil
  4. 4.DIRINF – Directorate of Infrastructure RectoryIFF - Federal Institute FlumineseRio de JaneiroBrazil
  5. 5.Department of Materials ScienceIME - Military Institute of EngineeringRio de JaneiroBrazil

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