Innovative high-performance cement treated crushed stones as rolled concrete

Abstract The main causes of poor performance of cement-treated crushed stones (CTCS) pavement layers are material-related heterogeneity, porosity, and brittle cementitious matrix, leading to fast fatigue degradation. Seeking to improve CTCS mechanical properties and structural response it was studi...

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Main Authors: Andréia Posser Cargnin, José Tadeu Balbo, Liédi Legi Barianni Bernucci
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2024-01-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000500208&tlng=en
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author Andréia Posser Cargnin
José Tadeu Balbo
Liédi Legi Barianni Bernucci
author_facet Andréia Posser Cargnin
José Tadeu Balbo
Liédi Legi Barianni Bernucci
author_sort Andréia Posser Cargnin
collection DOAJ
description Abstract The main causes of poor performance of cement-treated crushed stones (CTCS) pavement layers are material-related heterogeneity, porosity, and brittle cementitious matrix, leading to fast fatigue degradation. Seeking to improve CTCS mechanical properties and structural response it was studied different grading curves such as DER-SP, EN 14227-1 CBGM 2 and RCC-ACI were studied. The aim of the laboratory study was to rank and select among the classical particle size distribution models like Talbot & Richart, and analytical models as compressible packing model – CPM, the best grading curve which was capable of producing mixtures with the best aggregate interlocking and improved mechanical resistances. The effect of cement content (4% and 5%) as well as the potential of using silica fume in suspension (percentages of 5, 7 and 10% of cement mass) to improve the interfacial transition zone were evaluated. It was found that CPM is a powerful tool for aggregates ranking aggregates and designing well-graded mixtures like CTCS; the CBGM 2 EN 14227-1 mean curve achieved the best packing density. The effect of increasing the cement content from 4 to 5% in terms of mechanical strength has the same result as the addition of 7% of silica fume in mixtures with 4% cement. Eventually, mixtures with 5% cement and 10% silica fume showed modulus of elasticity similar to traditional CTCS; nonetheless, the HP-CTCS (high performance CTCS) split tensile strength was significantly higher (about 28%), leading to a lower Et,sp/fct,sp relationship, which is a highly positive outcome to improve mechanical durability of this innovative dry compacted concrete.
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spelling doaj.art-30965c9d538e4f2182eb7143d4596e962024-01-09T07:40:40ZengInstituto Brasileiro do Concreto (IBRACON)Revista IBRACON de Estruturas e Materiais1983-41952024-01-0117510.1590/s1983-41952024000500010Innovative high-performance cement treated crushed stones as rolled concreteAndréia Posser Cargninhttps://orcid.org/0000-0003-1568-2756José Tadeu Balbohttps://orcid.org/0000-0001-9235-1331Liédi Legi Barianni Bernuccihttps://orcid.org/0000-0002-4768-0993 Abstract The main causes of poor performance of cement-treated crushed stones (CTCS) pavement layers are material-related heterogeneity, porosity, and brittle cementitious matrix, leading to fast fatigue degradation. Seeking to improve CTCS mechanical properties and structural response it was studied different grading curves such as DER-SP, EN 14227-1 CBGM 2 and RCC-ACI were studied. The aim of the laboratory study was to rank and select among the classical particle size distribution models like Talbot & Richart, and analytical models as compressible packing model – CPM, the best grading curve which was capable of producing mixtures with the best aggregate interlocking and improved mechanical resistances. The effect of cement content (4% and 5%) as well as the potential of using silica fume in suspension (percentages of 5, 7 and 10% of cement mass) to improve the interfacial transition zone were evaluated. It was found that CPM is a powerful tool for aggregates ranking aggregates and designing well-graded mixtures like CTCS; the CBGM 2 EN 14227-1 mean curve achieved the best packing density. The effect of increasing the cement content from 4 to 5% in terms of mechanical strength has the same result as the addition of 7% of silica fume in mixtures with 4% cement. Eventually, mixtures with 5% cement and 10% silica fume showed modulus of elasticity similar to traditional CTCS; nonetheless, the HP-CTCS (high performance CTCS) split tensile strength was significantly higher (about 28%), leading to a lower Et,sp/fct,sp relationship, which is a highly positive outcome to improve mechanical durability of this innovative dry compacted concrete.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000500208&tlng=enhigh performance cement-treated crushed stonemechanical strengthaggregate packingsupplementary cementitious materialsilica fume in suspension
spellingShingle Andréia Posser Cargnin
José Tadeu Balbo
Liédi Legi Barianni Bernucci
Innovative high-performance cement treated crushed stones as rolled concrete
Revista IBRACON de Estruturas e Materiais
high performance cement-treated crushed stone
mechanical strength
aggregate packing
supplementary cementitious material
silica fume in suspension
title Innovative high-performance cement treated crushed stones as rolled concrete
title_full Innovative high-performance cement treated crushed stones as rolled concrete
title_fullStr Innovative high-performance cement treated crushed stones as rolled concrete
title_full_unstemmed Innovative high-performance cement treated crushed stones as rolled concrete
title_short Innovative high-performance cement treated crushed stones as rolled concrete
title_sort innovative high performance cement treated crushed stones as rolled concrete
topic high performance cement-treated crushed stone
mechanical strength
aggregate packing
supplementary cementitious material
silica fume in suspension
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000500208&tlng=en
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AT josetadeubalbo innovativehighperformancecementtreatedcrushedstonesasrolledconcrete
AT liedilegibariannibernucci innovativehighperformancecementtreatedcrushedstonesasrolledconcrete